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UNCLASSIFIED AD 260 003 ARMED SERVICES TECHNICAL INFORMATON AGENCY ARLINGTON HALL STATION ARLINGTON 12, VIRGINIA I UNCLASSIFIED

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Page 1: UNCLASSIFIED AD 260 003 - Defense Technical Information · PDF fileUNCLASSIFIED AD 260 003 ... Massachusetts Institute of Technology C 0 FEBRUARY 1961 ... HIGH TEMPERATUESH EE TALLOYS

UNCLASSIFIED

AD 260 003

ARMED SERVICES TECHNICAL INFORMATON AGENCYARLINGTON HALL STATIONARLINGTON 12, VIRGINIA I

UNCLASSIFIED

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NOTICE: When government or other drawings, speci-fications or other data are used for any purposeother than in connection with a definitely relatedgovernment procurement operation, the U. S.Government thereby incurs nc responsibility, nor anyobligation whatsoever; and the fact that the Govern-ment may have formilated, furnished, or in any waysupplied the said drawings, specifications, or otherdata is not to be regarded by implication or other-

wise as in any manner licensing the holder or anyother person or corporation, or conveying any rightsor permission to manufacture, use or sell anypatented invention that may in any way be relatedthereto.

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WADD TECHNICAL REPORT 60-327

00

TEXTILE FIBERS IN HIGHTEMPERATURE APPLICATIONS

R. G. Cheatham

6 M. E. ShankCD S. Backer

__ Massachusetts Institute of Technology

FEBRUARY 1961

W I H A D V P N

WRIGHT AIR DEVELOPMENT DIVISION

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NOTICES

When Government drawings, specifications, or other data are used for any purpose otherthan in connection with a definitely related Government procurement operation, the United StatesGovernment thereby incurs no responsibility nor any obligation whatsoever; and the fact thatthe Government may have formulated, furnished, or in any way supplied the said drawings,specifications, or other data, is not to be regarded by implication or otherwise as in any mannerlicensing the holder or any other person or corporation, or conveying any rights or permissionto manufacture, use, or sell any patented invention that may in any way be related thereto.

Qualified requesters may obtain copies of this report from the Armed Services TechnicalInformation Agency, .(ASTIA), Arlington Hall Station, Arlington 12, Virginia.

This report has been released to the Office of Technical Services, U. S. Department of Com-merce, Washington 25, D. C., for sale to the general public.

Copies of WADD Technical Reports and Technical Notes should not be returned to the WrightAir Development Division unless return is required by security considerations, contractual obliga-tions, or notice on a specific document.

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WADD TECHNICAL REPORT 60-327

TEXTILE FIBERS IN HIGHTEMPERATURE APPLICATIONS

R. G. Cheatham

M. E. Shank

S. Backer

Mechanical Engineering Department

Massachusetts Institute of Technology

C 0

FEBRUARY 1961

Materials Central

Contract No. AF 33(616)-5881Project No. 7320

WRIGHT AIR DEVELOPMENT DIVISION

AIR RESEARCH AND DEVELOPMENT COMMAND

UNITED STATES AIR FORCE

WRIGHT-PATTERSON AIR FORCE BASE, OHIO

400 - June 1961 - 31-1136

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FOREWORD

This report was prepared by staff members of the MaterialsDivision and Textile Division, Mechanical Engineering Depart-ment, Massachusetts Institute of Technology under USAF ContractNo. AF. 33(616)-5881. This contract was initiated underProject No. 7320, "Fibrous Materials for Decelerators andStructures", Task No. 73201, "Organic and Inorganic Fibers".The work was administered under the direction of the MaterialsCentral, Directorate of Advanced Systems Technology, WrightAir'Development Division, with Lt. B.R. Fox and Mr. J. Rossacting as project engineers.

This report presents the results of a literature surveyconducted from July 1958 through July 1959.

W6

4AD i.60 32

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ABSTRACT

This project involved a survey of literature in the fieldsof metals, polymers and glasses to ascertain the availability offibrous materials suitable for high temperature applicationsin re-entry parachutes.

Whereever possible, mechanical behavior of the material'sfiber form was considered at the temperature level of 1500°F.But in many instances only bulk behavior of the material inquestion has been reported with. an indication of its fabricatingproblems. It may be expected that continued work on suchmaterials will, in a few years, enlarge the stable of fibercandidates for high temperature textile performance. Meanwhilethere is at hand a small selection of stable, high temperaturemetal fibers.capable of meeting the re-entry parachute require-ments, although with some restrictions in weight, cost, and'textile performance'.

PUBLICATION REVIEW

The publication of this report does not constitute approvalby the Air Force of the findings or conclusions contained herein.It is published only for the exchange and stimulation of ideas.

FOR THE COMMANDER:

C.A. WILLISS Chief, Textiles Branch

Nonmetallic Materials DivisionMaterials Central

WADD TR 60-327 iii

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TABLE OF CONTENTS

PAGE

I. INTRODUCTION AND DESIGN CRITERIA............. 1

II. MATERIALS AND THEIR PROPERTIES ............... 10

A. METALS .............. Ioooo 0

1. REFRACTORY METALS................ .. 102. LIGHT METALS ........... . .......... 233. SUPER ALLOYS ...................... 574. SUMMARY COMPARISON OF HIGH

TEMPERATURE METALS AND ALLOYS...... 925. PROTECTIVE COATINGS................ 111

B. NON METALS ...................... .... 124

III. FABRICATION ...... ................. 135. ...

WADD TR 60-3 27 iv

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4"•,

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LIST OF ILLUSTRATIONS

FIGURE TITLE PAGE

1. MAXIMUM TEMPERATURE ATTAINABLE IN SUSTAINEDFLIGHT IN LOWER ATMOSPHERE ......................... 3

2. MAXIMUM HEATING RATE AS A FUNCTION OF ALTITUDEAND MACH NUMBER ................................... 3

3. EFFECT OF SEMISOLID CONDITION ON PERFORMANCE ....... 7

4. TENSILE PARAMETERS FOR TANTALUM, TYPICAL OF GROUPV-a METALS- AS A FUNCTION OF TEMPERATURE ......... 13

5. EFFECT OF DEFORMATION ON HARDNESS, ULTIMATETENSILE STRENGTH AND ELONGATION OF TANTALUM ....... 13

6. TENSILE PARAMETERS FOR TUNGSTEN - TYPICAL OFGROUP VI-a METALS AS FUNCTION OF TEMPERATURE OK... 15

7. STRENGTH OF REFRACTORY METALS AS A FUNCTION OFHOMOLOGOUS TEMPERATURE, OR TEST TEMPERATURE IN %OF THE ABSOLUTE MELTING POINT ....................... 15

8. TENSILE STRENGTH OF REFRACTORY METALS AS A FUNCTION,OF TEMPERATURE., ........ . . .16

9. RUPTURE STRENGTH AS A FUNCTION OF TEMPERATURE FOR10 HOURS LIFE ................ .. ................. - 16"

10. RELATIVE OXIDATION ATTACK FOR 1 HOUR EXPOSURES ASA FUNCTION OF TEMPERATURE................... 17

11. EFFECT OF OXYGEN AND OF NITROGEN ON COLUMBIUM ATELEVATED TEMPERATURES. CURVE A IS FOR OXYGEN AT375'Cj CURVE B IS FOR NITROGEN AT 400°C. PRESSUREOF GAS WAS 76 nun Hg EACH TEST............. . . 17

12. EFFECT OF OXYGEN ON HARDNESS OF COLUMBIUM ......... 1913. EFFECT OF OXYGEN ON HARDNESS OF TANTLUM .......... 1914. EFFECT OF OXYGEN ON TENSILE PROPERTIES OF

1915. CAPABILITIES OF TODAY'S BEST ALUMINUM AND

MAGNESIUM ALLOYS FOR ELEVATED TEMPERATUREAPPLICATIONS. STRENGTH DENSITY RATIO IS ULTIMATESTRENGTH IN PSI TO DENSITY IN lb/cu. in ........... 24

16. ALL-BETA TITANIUM ALLOY COMPARED WITH BERYLLIUMAND FERROUS-BASE MArERIALS ON A STRENGTH-TO-DENSITY BASIS AT ELEVATED TEMPERATURES STRENGTH-DENSITY RATIO IS YIELD STRENGTH IN 1000 PSI TODENSITY IN lb./cu. in ..................... 26

17. ISOCHRONOUS CREEP CURVES FOR Ti-5 Al-2.5 Sn AT900OF:o :~oo ~ o oo o o o oo o oo ~ o o o ~ e 2618. CREEP STRENGTH/DENSITY VS..TEMPERATURE... ........ 2919. CREEP STRENGTH/DENSITY VS. TEMPERATURE ............ 30

WADD TR 60-327 v

S Q

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LIST OF ILLUSTRATIOW (CONTD.)

FIGURE TITLE PAGE

20. HEAT HARDNESS OF SOME BINARY TITANIUM ALLOYS.... 3421. HEAT HARDNESS OF SOME. TERNARY TITANIUM ALLOYS ... 3422. MECHANICAL PROPERTIES OF AN ALLOY - Ti-4%, Al-4%,

Mn ............................................. . 3423. BERYLLIUM STRESS VS. TEMPERATURE CURVES FOR

ARBITRARY RUPTURE TIMES............. .......... 4124. BERYLLIUM STRESS VS. TEMPERATURE CURVES FOR

ARBITRARY CREEP RATES . ............................ 4225. EFFECT OF STRAIN RATE ON THE ELEVATED TEMPERATURE

TENSILE PROPERTIES OF VACUUM HOT PRESSEDBERYLLIUM ................... *.....*.*** 43

26. EFFECT OF STRAIN RATE ON ULTIMATE STRENGTH OFBERYLLIUM AT VARIOUS TEMPERATURE ................ 44

27'. EFFECT OF STRAIN RATE ON ELONGATION OF BERYLLIUMAT VARIOUS TEMPERATURE . .. . . . . . .. .. . .. . ...... 45

28. COMPARISON OF LONGITUDINAL AND TRANSVERSETENSILE PROPERTIES OF EXTRUDED QMV BERYLLIUM

2 *AT ELEVATED TEMPERATURES. VACUUM HOT PRESSED ANDEXTRUDED FROM 2k~ to 1 INC.HES DIAMETER AT 425 0 C. 47

2. COMPARISON OF ELEVATED TEMPERATURE TENSILESTRENGTHS EXHIBITED BY VARIOUS TYPES OF

30. COMPARISON OF ELEVATED TEMPERATURE TENSILEELONGATION EXHIBITED BY VARIOUS-TYPES OF

31. COMPARISON OF LONGITUDINAL AND TRANSVERSETENSILE PROPERTIES OF HOT-.EXTRUDED qMV BERYLLIUMAT ELEVATED TEMPERATURES.. ......... ....... .... o. 51

32. EFFECT OF GRAIN SIZE ON ELEVATED TEMPERATURETENS ILE PROPERTIES OF HOT EXTRUDED QMV BERYLLIUMGRAIN SIZE IN AVERAGE DIAMETER. 52

33. STRESS-RUPTURE IN 100 HOUR............ 6234. ULTIMATE TENSILE OF SUPER ALLOYS..o., ..........o. 6435. SUPERALLOY YIELSTN NH.......... o......... o. 6436. HIGH TEMPERATUESH EE TALLOYS.. ...... V0*.... .0 65

S37. STRENGTH TO WEIGHT. RATIOS OF SELECTED METALS o 6538. EFFECT OF BORON & ZIRCONIUM ON CREEP CHARACTER-

39.* WASPA'IOY RUPTURE LIFE AS A FUNCTION O7.TTANIUM 640. C.tREEP BEHAVIOR 'OF A-286 AS RELATED TO PRIOR

0OK N . .. . . .o. . . o . o ~ . . . . . o o7

* **WADD TR 60-327 vi

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LIST OF ILLUSTRATIONS (CONTD.)

FIGURE 'TITLE PAGE

41. TENSILE STRENGTH VS. TEMPERATURE FOR HIGHELEVATED TEMPERATURE ALLOYS 72

42. ELONGATION AND MODULUS OF ELASTICITY VS. TEM-PERATURE FOR HIGH ELEVATED TEMPERATURE ALLOYS.. .. 72

43. EFFECT OF COLD WORK PRIOR TO AGING ON TENSILEPROPERTIES OF R235 ............................. 74

44. EFFECT OF STRAIN RATE ON ANNEALED HAYNES N155.. 7445. SHORT TIME CREEP OF ANNEALED N155 .............. 7546. ISOCHRONOUS STRESS VS. PLASTIC STRAIN FOR HAYNES

ANNEALED N155 ALLOY ............... T. .......... 7547. SHORT TIME ELEVATED TEMPERATURE TENSILE TEST... 7948. SHORT TIME ELEVATED TEMPERATURE TENSILE TEST... 8049. SHORT TIME ELEVATED TEMPERATURE 160OF TENSILE

T T* e. e e .. .......... o. 850. WORTT- HARDENING CURVE OF COBENIUM (.020" STRIP). 8251. PROPERTIES OF COBENIUM STRIP ................... 8352. AGING CURVES FOR COBENIUM STRIP ................ 8453. AGING CURVES FOR COBENIUM STRIP ................ 8554. AGING CURVES FOR COBENIUM STRIP ................ 8655. AVERAGE TENSILE PROPERTIES OF COBENIUM WIRE AT

ROOM AND ELEVATED TEMPERATURES ................ 8756. PROPERTIES OF COBENIUM WIRE .................... 8857. SHORT TIME ELEVATED TEMPERATURE TENSILE TESTS.. 8958. EFFECT OF TEMPERATURE ON 500-SEC RUPTURE

STRENGTH OF VARIOUS TEST MATERIALS IN DIFFERENTTYPES OF TESTS IN ARGON ATMOSPHERE ............. 94

59. EFFECT OF TEMPERATURE ON 10-SEC RUPTURESTRENGTH OF VARIOUS TEST MATERIALS IN DIFFERENTTYPES OF TESTS IN ARGON ATMOSPHERE ............. 95

60. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE 0.2%-OFFSETYIELD STRENGTH OF SEVERAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 T1O 1.0 IN /IN..'SEC ......... ;.. ................ ........... .... 96

* 61. EFFECT OF TEMPERATURE, AFTER 10 SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE 0.2%-OFFSETYIELD STRENGTH OF TEST .METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 to 1.0 IN./IN./SEC... 97

62." EFFECT OF TEMPERATURE, AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME, ON THE 0.2%-OFFSETYIELD STRENGTH OF TEST METALS OVER A RANGE OF zSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 98

WADD"TR 60-327 vii

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LIST OF ILLUSTRATIONS (CONTD.)

FIGURE TITLE PAGE

63. EFFECT OF TEMPERATURE, AFTER 10-SEC HEATINGTIME AND L800-SEC HOLDING TIME, ON THE ULTIMATETENSILE STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 99

64.. EFFECT OF TEMPERATURE, AFTER 10-SEC HEATINGTIME AND 1800-SEC HOLDING TIME, ON THE ULTIMATETENSILE STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 100

65. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE 0.27-OFFSETYIELD STRENGTH OF SEVERAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 TO 1.0 IN./IN1/SEC *i01

66. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE 0.2%-OFFSETYIELD STRENGTH OF SEARAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC ......... .............. ..... ... 102

67. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME, ON THE ULTIMATETENSILE STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 103

68. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME, ON THE ULTIMATETENSILE STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 105.

69. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE ULTIMATE TEN-SILE STRENGTH OF SEVERAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 TO 1.0 IN./IN /SC "'106

70. EFFECT OF.TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME, ON THE 0.2%-OFFSETYIELD STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 107

71. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME, ON THE 0.2%-OFFSETYIELD STRENGTH OF TEST METALS OVER A RANGE OFSTRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC... 108

WADD TR 60-327 viii

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LIST OF ILLUSTRATIONS(CONTD.)

FIGURE TITLE PAGE

72. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE ULTIMATETENSILE STRENGTH OF SEVERAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC ......... .. ..... . ............... 109

73. EFFECT OF TEMPERATURE AFTER 10-SEC HEATING TIMEAND 1800-SEC HOLDING TIME ON THE ULTIMATETENSILE STRENGTH OF SEVERAL TEST METALS OVER ARANGE OF STRAIN RATES FROM 0.00005 TO 1.0 IN./IN./SEC ........... . .... ..... ilo

74. LOSS OF WATER AND STRENGTH OF ASBESTOS. ........ 12675. LOSS IN STRENGTH OF.E-GLASS FIBER .............. 12776. COMPACTION EFFECTS OF GLASS FIBER HEATING...... 128

77. STRENGTH VS. TEMPERATURE FOR GLASS AND ASBESTOSFABRICS... ................ 0............. O... ... 129

D 6Ao

-WD0 R" O '

• No

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LIST OF TABLES

Table Page

1. Properties of Refractory Metals 11

2. General Temperature Range of Usage 23

3. Physical Properties of Industrial Titanium 31

4. Mechanical Properties of Various Ti Alloys 35

5. Super Alloys 58

6. Oxidation Resistant Coatings for ElevatedTemperatures 112

7. Oxidation Rates of Electroplates Useful as HeatTolerant Coatings in Air 117

8. Air-Dry Strength of Some Fiber Materials 146

9. Data on Tensile Properties and Elongation0 Components of Selected Fibers 147

0 .

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I. INTRODUCTION AND DESIGN CRITERIA

Under conditions of re-entry of space vehicles into theatmosphere of the earth or other planets very high stagnationtemperatures may be encountered. The particular phase of there-entry problem that is of interest here concerns the developmentof materials for high drag-to-mass ratio deceleration systems. It

* appears that a reasonable goal for operating temperature of suchdevices'is about 1500*F.in such deceleration systems. Conventionaltextile fibers used in parachute materials today are limited toapplications below 400°F and it is unlikely that even experimentalfibers comprised of organic high polymers can exceed a 500*F limitand maintain their desired mechanical properties.

The present report constitutes a critical literature surveyand bibliography relating to the development of materials.for hightemperature drag devices. In principle three separate systems maybe used in materials for such devices.. The first would be amaterial which is heat resistant and suitably strong in its ownright, either fiber or sheet material. Such materials my bemetallic in nature and formable into continuous filament yarnswhich can be woven or formable into a sheet. The second principlewould be the use of materials possessing required strength'charac:teristics but which would, of necessity, be protected against. .chemical attack or oxidation by some type of inert coating. Thethird principle would be the use of fibers which are mechanicallysuitable at temperatures contemplated but which are limited to thestaple fiber form. The last item would cause various difficultiesin fabrication and achievement of maximum structural efficiencies.

Keeping in mind the foregoing principles of construction, thereport is divided into several sections. One section considers.:the various types of'metallic, non-metallic, and other materials,along with possible desirable surface treatments. Another,sectionconsiders non-metallic materials. In addition, one section dealswith considerations'of fabrication, which will be very importantregardless of whether present-conventional parachute concepts (i.e.-woven materials)'are used or not. It is conceivable that for.suchhigh temperature, high velocity drag devices conventional parachute

Manuscript released by authors August 31, 1960 for publication.asa WADD Technical Report.

WADD TR 60-327

0.

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fabrication concepts will have to be abandoned altogether. It is

possible that drag devices may be made out of assemblies of sheetmaterials. However, in order to limit the area of problemsconsiderec it has been assumed that none of the devices to beemployed will be manufactured as structures possessing inherentrigidity over their total dimensions.

Basically the elevated temperature problem of drag devicesis due to the heating effects of atmosphere which has reached itsstagnation temperature at or near the surface of the drag device.The stagnation temperatures reached is a function of the squareof the velocity or Mach number. Figure I shows the maximum tem-perature reached as a function of Mach number in sustained flightin the lower atmosphere. Figure 2 shows the maximum heating rateas a function of altitude and Mach number. Fortunately, dragdevices are inteuded to be used over short times, so that maximumtemperatures of steady state conditions may not be reached. Whileit is the purpose of this report to consider materials that may beuseful in the temperature conditions up to 1500'F, it is beyondthe scope of the work to make detailed design recommendations. Itis obvious that the design of the fabric will affect its aerodynamicperformance both as to stability ana to heating. For example, ifthe parachute is made .of a woven material it is entirely possiblethat shock waves could develop in the interstices between the fibers.This would result in enormous heating rates and destrdction of thedevice. Conversely, by suitable design it may be possible to formthe shock wave at a distance away from the forward surface, therebyminimizing the heat transfer to the drag device. There is, however,one important design consideration which is readily recognized. Dueto the very low density of the atmosphere at high altitudes it seemsevident that the porosity of the drag device will have to beextremely low, perhaps in the order of I per cent. It is thisconsideration that suggests that a non-conventional fabric andparachute design may be advisable.

The followink mechanical properties appear to be of importancein materials for drag devices:

Short Time Tensile Strength The" short time tensile.strength is the stress which can be withstood by the material in atest where time" is not an important factor. In elevated temperaturetests materials usually begin to deform as soon as load is applied,consequently the short time tensile strengths that are measured areapproximate. However, they are useful in determining the maximum

WADD TR 60-327

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10,

080IL0

W

09 2 8

MACH NUMBER

Figure 1 Maximum Temperature Attainablein Sustained Flight in LowerAtmosphere CAfter Rowe, 12)

250

0 200.I~0 0

150s 10 .

o 30iS100 10 '

50-

~J5 0 3004 1 4

0 1 2 3 4 5 6 7 8MACH NUMBER

Figure 2 Maximum Heating Rate as a Functionof Altitude and Mach Number (AfteiRowe, 12)

WAD!) TR 60-327 3

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emergency loading which a fiber or other material could withstand.

Creep Strength Creep is ordinarily defined as thedeformation of a material under load with time. The short timecreep characteristics of materials will be very important in thepresent application. Creep strength expresses the stress requiredfor a fixed amount of deformation in a given time, it may also beexpressed in terms of the stress required for a given rate ofdeformation. The latter definition in the present applicationdoes not seem particularly useful since the process will not beone of steady state. Relatively high creep strengths are desirablesince excessive deformation will drastically alter the airflowcharacteristics of the retardation device.

Rupture Strength Rupture strength is defined as the-stress to failure in the creep process for a given life. If thegeometry of the retardation device is such that deformation:Willnot be very detrimental to the airflow characteristics then rupturestrength becomes an important quantity. If the airflow character-,..,istics are changed by excessive deformation then the rupturestrength merely indicates the maximum level of stress that can be'withstood before failure of the device will occur.

Ductility Ductility'in the terms of percent elongationin a given gage length expresses the amount of deformation that nmaybe withstood by an individual fiber or member of the drag devicebefore failure. Ductility may be measured in a short time tensiletest or in creep or rupture tests. It is well known for metalsthat the higher the strain rate at elevated temperature the greaterwill be the resulting ductility. This is because the process athigh metal extension rates is largely that of plastic flow, whereasthe metal deformation that occurs at low strain rates is more akvinto the viscous process with a resulting decrease in total elonga-tion. Deformation at high temperature is important as indicatedabove. It might be noted here that some expansion pf the structurewill occur due 'to the normal expansion characLeristics of Lhemaerial with temperature. These will probably be much less impor-tanL tian the plastic extension due to plastic flow at elevatedtemperatures.

Elastic Constants The elastic constants of Young'smodulus and shear moculus decreased markedly with temperature. In•rigic devices such as airframes this is an important considerationsince the lowering of the elastic modulus is responsible forLlutter. In a drag device opera.ting at elevated temperatures,

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however, most deformations will be of a plastic or permanentnature, and the permanent deformations will be many times thosepossible in the elastic mode. As a consequence the elasticconstants may be of secondary importance in the present applica-tion.

Strength Weight Ratio. The strength weight ratio isof the utmost importance in any airborne or space device. Nat-urally this is a function of temperature, falling markedly astemperature increases. Consideration to this quantity will begiven in the present survey.

Repeated Loaoing Characteristics. In a service appli-cation the drag device will be loaded monotonically presumablywith the load rising to a maximum along with the temperature andthen falling off. *Repeated loading characteristics in thepresent application therefore include the problem of reuse ofthe drag device. Essentially the properties of interest herethen are the strengths, residual strengths and ductilities inher-ent in a structure after previous usage at elevated temperature.Such properties.,are not ordinarily found in the literature, andin the case of'particular materials of interest it will have to-be investigated.

A second class of properties of interest in the presentapplication may be termed general physical properties. The onesof interest are as follows:

,Specific Heat Capacity. Naturally the higher thespecific heat capacity the lower will be the temperature risein a given application.

Thermal Conductivity. The greater the thermal conduc-tivity, the higher'will be the rate of temperature rise in thestress bearing member. A low thermal conductivity is thereforedesirable.

Specific Volume or Density. Density has been consideredabove in the strength weight ratio. From the mechanical point ofview a low density is desirable. From the thermal point of view,.however, a high density or specific gravity may be a desirablecharacteristic.

Thermal Diffusivity. Thermal. diffusivity is defined asthe conductivity divided by the specific heat and specific gravity.

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This ratio indicates the relative importance of the three specifiedphysical properties above. For a low temperature rise the thermaldiffusivity should be low. Figure 3 demonstrates the importance ofthermal diffusivity in high temperature applications. The figureassumes two materials A and B with the same melting point and thesame extent of temperature range where the metal has become semi-solid. However, the metals have different thermal conductivities.Because of the steep thermal gradient in material A only a smallsurface layer will be in the semisolid state and thus potentiallyremoved. In material B, whose thermal capacity and diffusivity ismuch superior to metal A, half of the wall thickness will be inthe semisolid state because of the high termal conductivity.

Emissivity and Reflectivity. The properties of emissivityand reflectivity are of importance where a structure is receivig heatfrom a radiant source, and where equilibrium conditions may prevail.It does not appear that these will be important properties in thepresent application.

The third class of properties of importance.may be termedsurtace and chemical properties, they include:

* Frictional Characteristics. Frictional characteristicswill be of importance in th;fabrication of structures made fromfibers. They will affect processes of weaving, knitting, dtc.In addition the frictional characteristics of fiberlike materialswill affect the ease with which the device may be deployed toassume its operational shape.

Surface Absorptivity and Chemical Reactivity. Absorptivityand reactivity are interrelated properties of extreme importance.The chemical Veactivity will determine whether or not destructivecorrosive action will. occur at the surface (i.e. oxidation of therefractory metals), or stable chemical compounds of a protectivenature can be formed (the oxidation of aluminum alloys).. Thekinetics of such rea~tions may be in part determined by the absorp-tive characteristics Of the surface.

Ablation. Ablation is a description of a rather complicatedseries of reactions which properly include erosion, porrosion, evap-oration, sublimati6n ard other auxiliary processes; such as crackingor spalling due to. thermal shock. Few if any ablation measurementshave been carried ouJ on materials which would be likely for retar-dation ddvices.

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MP

A- Material With SSHigh ThermalConductivity

6

..... oB- Motertol With

a /Low Thermal

& Conductivity

--Wo Thickness

Figure 3 Effect of Semisolid Condition onPerformance (After Rowe, 12).

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The final class of properties of importance is related tofabrication characteristics. Fabrication characteristics fallinto two types, the first type concerns fabrication of the basicmaterials such as fiber or sheet from which a parachute can beformed. The second type of fabrication characteristic is concernedwith the forming of the sheet or fiber into a drag configuration.In the case of fiber this means weaving into cloth and sewing intoa chute. While characteristics concerned with wear and durability(e.g. increasii,3) do not strictly fall under the heading of fabri-cation they will be considered in this class.

From the foregoing listing of properties and characteristicsof importance it iS evident that'a compromise must b6 made in

.choice of raw material. Those materials which are strongest mayhave such a-high density -that the strength weight ratio is low.Further, those with the .highest strength weight ratio may haveunfortunate chemical characteristics, such as being regularlyoxidized.. Finally, those that possess all other desirable charac-teristics. may riot be: readily fabricated into a form that would besuitable for application.

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REFERENCES

1. Bisplinghoff, R.L. "Some Structural and Aeroelastic Consider-

ations of High Speed Flight" Journal of Aeronautical Sciences,

23. No. 4, 289-330.

2. Clark, F.H. Metals at High Temperatures. New York: Reinhold

Publishing Corp., 1950 p. 4-29.

3. Eckert, E.R.G. Introduction to the Transfer of Heat and Mass

New York, McGraw-Hill Book Co., 1942.

4. Hilton, W.T. "Temperature Effects in Aeronautics" The Aer-oplane, (April 10, 1953) p. 462-467.

5. Jackson, L.R. Material Properties for Design of Airplane

Structures to Operate at High Temperatures. Titanium Metal-lurgica1l6aboratory Report No. 38, May 23, 1956.

6. McLarren, R. "Guided Missile Friction Heating" Aero Digest,

63 (August 1951), 27-29,80, 82, 84, 86.

7. Nonweiler, f. "Descent from Satellite Orbits Using AerodynamicBraking" Journal of the British Interplanetary Society, 10(Nov. 1951) 258-74.

8. Rendel, .D. 'IThermal Problems of High Performance Flight"Aircraft Engineering, 26 (July 1954), 220-223.

9. Rulesin, M.W. A Summary of Available Knowledge ConcerningSkin Friction and Heat Transfer anid its Application to the

Design of High Speed Missiles. National Advisory Committeefor Aeronautics Research Memo. ASiJ25a, Nov. 9, 1951.

10. Smith, W.K., C.C. Wookey, W.O. Westmore. "Effec-t of High-.Heating Rate on'Some• Elevated Temperature Tensile Propertiesof Metals", Transactions of the American S~ciety for Metals,

* . . 1952, Vol. 44, pp 689-704.

11. Smithels, Colin J., Metals Reference Book. New York: Inter-science Publishers, 1955, Vol. 2, p 576.

12. Rowe, P.W., Problems RelaLing to the Need for Heat TqlerantMaLerials in Aerodynamic Applications, Proceedings of theConference on Heat Tolerant Metals for Aerodynamic Applications,Cleveland, A.S.M., 1958.

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II. MATERIALS AND THEIR PROPERTIES

A. METALS

1. Refractory Metals.

The refractory metals are usually understood to includetungsten, rhenium, tantalum, molybdenum, and columbium. Vanadiumand chromium are also sometimes considered to be refractory metals.Both of these metals, however, in their pure form are in theearly stage of current development. It is probable that neithervanadium nor chromium will become practicable engineering metalsfor several years, and thus, will not be further considered.

Research on all of the remaining refractory metals has beengiven a great deal of emphasis in recent years because of thedesire to use these metals and/or their alloys in the coatedcondition for jet engine blading, and in uncoated condition forrocket or nuclear applications. Tungsten has a long technologicalhistory in the lamp and electronic industry and a great deal ofinformation exists concerning it. Next to tungsten, molybdenumis the metal which has received the most attention until recentyears. However, the remaining refractory metals tantalum,columbium and rhenium are more workable than either tungsten ormolybdenum and rhenium is even stronger than tungsten. A recentreview of refractory metals was made by J.W. Pugh ).

All of the refractory metals may be hot melted, sintered orhot worked, but special care is needed to prevent interstitialimpurities iuch as carbon, oxygen or nitrogen from diffusing intothem as they severely affect not only the physical properties butthe workability. Both molybdenum and tungsten possess highbrittle-to-ductile .tiansition temperatures and care must be takento maintain the fabrication temperature above the transition tempera-ture or else fracture will result. In the case of both molybdenumand tungsten, recrystallization of worked structures causes a marked

*. decrease in ductility because of the accumulation of impurities. in the grain boundaries during the recrystallization process.

Table 1 summarizes the properties of refractory metals underconsideration. Tungsten is the metal with the highest meltingpoint, followed by rhenium, tantalum, molybdenum and columbium,the latter having a melting point of 2415*C, (4379°F) well above

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Table 1

Properties of Refractory Metals

Property S Re Ta Mo Cb

Melting Point, 3410 3180 2996 2625 2415(8) (7) (8) (8) (8)

Density, g per cu cm 19.3 21.0 16.6 10.2 8.57(s) (7) .(8). (8) (8)

Young's Modulus, 10 psi 51 67' 27 47 15.1(3) (7) (8) (5) (6)

Structure BCC HCP BCC BCC .. BCC

Recrystn.Ternp.,OC(lhr) 1565 1400 1275 1130 1050(.7) (7) (14) (15) (8)

Linear Therm.Exp.,coeff

10 per 9C 4.5 6.7 5.9. 5.6 7.1 "(3) (7). (16) (17) (8)

Therm.Cond.,cal per cu .

cm,'C,sec. 0.48 0.17 0.13 0.35 0.125(8) (7) (8) (8) (i8)

Vapor Pressure, at

.22250C 1.38xi0 - 4 1.18x10- 3 7.94xi0 4 0.50 1.66x10 2

(19) (7) (19) (19) (19)

Cost for powder,$per lb. 4.75 680.00 43.00 3.40 100..00

(1) Note: Numbers appearing in parentheses are reference numbers

(After Pugh, Ref.l)

the present range of consideration. Note that all of these metalswith the exception of tantalum and columbium have elastic modulimuch higher than that of steel. All are of the body-centered-

cubic structure with the exception of rhenium which is hexagonal-close-packed. The recrystallization temperature listed in Table 1

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is approximate, since this temperature depends both upon purity,amount of prior deformation and temperature at which deformationoccurred. The cost figures in the table, given by Pugh, areapproximate but it will be noted that rhenium is extremely expensive.This is due to its rarity in nature. The cost of columbium willprobably decrease as its technology and use are better developed.

Pugh (1) has classified the mechanical properties of the bodycentered cubic refractory metals according to their positions inthe periodic table. The group V-a metals, tantalum and columbiumhave a relatively high solubility for interstitials and a highdegree of ductility. They are very susceptible to strain aging.Group VI-a metals, tungsten and molybdenum have a low solubilityfor interstitials. They have a ductile to brittle transitiontemperature which is very sensitive to the structure and are lessaffected by strain aging (1). Figure 4 shows tensile parametersfor the group V-a metal tantalum (2). The strain hardening para-meter m is defined here as the slope of the logarithmic stress-strain curves as given in equation (1), and is known as the strainhardening exponent, O- is the flow stress or true stress, e isthe strain and T is the absolute temperature.

(i)

Similarly, equation (2) defines the strain rate sensitivity,O- 1 in this equation is the flow stress at a particular testing

rate, 0-2 the flow stress at some faster rate, .iis the fasterrate and 2 is the slower rate. This expression is evaluated fora particular strain.

v==4

(2)Figure 4 shows several interesting features for tantalum.

At the lower temperature ranges the strength falls off verysharply with temperature. There are minima in strain ratesensitivity and elongation and maxima in strain hardening andstrength curves. These features are indicative of strain aging.Since columbium and vanadium also belong to group V-a, they wouldbe expected to behave in similar fashion. This has been corrob-orated by Pugh (3).

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jioqwnu pIWo~i~d pUOWDIp 'SSOUPJDH0 0 o rr0N 8 4. (0 V 0 0 0 (n

0 W - 00 F- 41J(%'UO4DOUO13 9) 00 0

0 10

cut 0o 0 0

0 4

0 o

0 r-

0 Q Q) 0 0 4

00

Isdoo l 'u6u~jS alsue1

00(ca

0 0 00 0 0.N~~ U 0 r-4) 4

a 0 4.J -

0 44tv 0

t .0 _- Uj r~4

Co4r'm 0

ff)cy0 0 0 0 0N

09 0 0 0 v r

02C % Soolsai

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Figure 5 shows the effect of cold working on the hardnessultimate strength and elongation for tantalum. Figure 6 illus-trates the tensile properties of tungsten, a Group VI-a metal (4).The maxima and minima in these properties indicative of strainaging are not particularly prominent. Below 500°K (227°F) theductility is practically nil and tungsten may be considered abrittle metal in this range. This is a relative statement, ofcourse, since both microstructure and test conditions will effectthe ductility. Chromium and molybdenum (5 & 6) can be expectedto behave in similar fashion. Figure 7 from the work of Pugh,shows tensile properties of molybdenum as a function of temperature.

Figure 8 shows the tensile strengths of the refractory metalsplus one data point for chromium. Rhenium (7) is much strongerover the entire temperature range. This has been attributed toa high capacity for strain hardening (1 & 7). As before noted this.is the only one of the refractory metals which is hexagonal closepacked.- The dotted curves in Figure 8 indicate uncertainty ofdata (i & 8). Figure 7 (after Pugh) shows that for the group Vl-a.metals, there is a distinct relationship between melting point andstrength-level. Here the tensile strength has been plotted versus,the:'homologous temperature where homologous temperature is defined

!.as. the ratio of the absolute testing temperature tO the absolutemelting temperature.

Figure 9 is a plot of rupture strength as a function oftemperature tor ten hour life for four of the metals. No data was.available in the literature for tantalum. It is noted that atvery high temperatures the ten hour rupture strength of tungstenapproaches that of rhenium. .Molybdenum and columbium are somewhat-weaker. Pugh (1) has compared stress rupture properties by meansof the Larsen-Miller parameter (9) and on the basis of thisbelieves that rhenium is most outstanding for lower temperaturesand shorter times. While the Larsen-Miller parameter is by nomeans exact, it is an excellent guide.

The principal controlling property of the refractory metalsat elevated temperatures is their extreme susceptibility to oxida-tion. It is this susceptibility that has prevented the utilizationof their excellent strength characteristics. Figure 10 is a plotof the relative oxidation attack for one hour exposures of therefractory metals as a function of temperature. It will be notedthat rhenium and molybdenum have the poorest oxidation characteris-tics while tungsten has the best. In regard to the latter, it

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-A AQOO IAo1pnI~4. strain

m .3 *rel5,-

*2

0. raten ~sensitivity*0-

Go040-

0- 20 elongation0.

80- ultimate strength

7C

0

.2;10

200 400 600 800 1000 1200 1400

Figure 6 Tensile Parameters for Tungsten-Typical of Group VIa Metals asFunction of Temperature 'K

1OO

80- ~ Wmp 6170OF)

Mo* (45500F)

~60-

CC

D go

201

00 10 20 30 40 50 60 70

Figure 7 Strength of Refractory Metals as a Functionof Homologous Temperature, or Test Temperaturein %. of the Absolute Melting Point

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GD

o 0 0

4

0 0 0 0A0 0 co

0

CJ 034-4

CLd 000 ssi

5 2

LL0

0 0 0 0 00 0 -r4

r-~~~ (DGDV o C

_ co

• I

I- .0

0 x* N 0 n 1 I0 ",

!sd 0001 44BuSJ4S It,

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Temperature *F

300 700 1100 1500 1900 23002700

5000 Re

Re

1000- Mo

0-

U 50 - W

240-

o Re4 30

60

S10

m 0

20 00 400 600 800 000 1200 1400

Temperature =C

Figure 10 Relative Oxidation Attack

for 1 Hour Exposures as aFunction of Temperature.

80

0 20 40 60 80 000 120 140

Time, Min.

Figure 11 Effect of Oxygen and ofNitrogen on Columbium atElevated Temperatures. CurveA is for Oxygen at 375C;Curve B is for Nitrogen at400FC. Pressure of Gas was

76 mm Hg Each Test.

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might be noted that the best is none too good at any temperatureof practical interest.

None of the refractory metals form tight oxide scales thatprevent further reaction. Many of the refractory metal oxidesare extremely volatile or have very low melting poi.nts. Rheniumfor instance, xidizes catastrophically above 600°C(1112*F) formingRe207. This compound melts at 289°C (534°F) and boils at 363°C(686-F) (1).

Oxidation of columbium in air becomes serious at roughly4000C (10). At this.temperature and above Cb205 is formed. Themelting point of the oxide is 1440°C (26240F) with little vapor-ization of the oxide below 1370°C (2498°F). However, oxygenhas a high diffusion rate in columbium and rapidly increases itshardness. See Fig. 11, 12. Tantalum is similar in its behavior.See Figure 13 and Figure 14.

The oxidation of tungsten only becomes serious above 600C(l12 0F) (11). The scale growth is determined by two processes,namely the diffusion of oxygen and the volatility of the scale. Upto 1350°C (2462°F) which is perhaps beyond our range of interest,the oxygen diffusion is controlling.

While much work has been done on coatings for refractorymetals, particularly molybdenum, none of the coating techniques.have really been successful for the turbine blade applicationsfor which they were intended. Some of the molybdenum coatingtechniques have been extended to tungsten (12). A great diffi-culty with coatings is that they break in the presence of mechani-cal abrasion and allow oxygen to enter. In the-present casewhere thin sheet or wire is contemplated, the ratio of surfacearea to volume is extremely high and even minor breaks in coatingscould not be tolerated.

There has been some success in the development of oxidationresistant columbium alloys by additions of titanium and othermetals (13). However, the resulting columbium alloy is compara-tively brittle and not amenable to fabrication.

In conclusion, for the temperature range at hand up to1500°F, the refractory metals do not seem to have much to recommendthem. It is true that up to this temperature, which is equivalentto 815'C, rhenium possesses remarkable strength. Its extreme cost,

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20S

C

V

"I00

0.2 0.4 0.6 0"8Weight, %Oxygen

Figure 12 Effect of Oxygen on Hardness ofColumbium.

750

600

450

300

0oE 150

00

0 0"1 0"2 0"3 0"4 0.5Oxygen, %

Figure 13 Effect of Oxygen on Hardness ofTantalum. Samples in Curve Awere disclosed; Samples in

Curve B remained bright.90

120 90

100 esl 70

so. strength

0.. reductionZ:'Ez 40 .in area 30

€® elongation20 I

0 0-04 008 0.12 0.16Oxygen, %

Figure 14 Effect of Oxygen on TensileProperties of Tantalum.

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Jiowever, eli.minaes it, as does it rarity. The principal reasonfor eliiiatin;, cre refractory metals entirely, however, is theirsuE~s-pgiIhilitv to oxLc'ation. Insofar as the strengths of theremainin., refractory metals is concerned, as will be later seenon a scr.nt(1-w'3i.ht basis, the refractory metals present noadva.aLag over mu.:h more common an(i more readily available materials.

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REFERENCES

1. Pugh, J.W., Refractory Metals, Journ. of Metals, May 1958

p. 335.

2. Pugh, J.W., Temperature Dependence of the Tensile Properties

of Tantalum, Transactions ASM vol. 48, p. 677, 1956.

3. Pugh, J.W., Temperature Dependence of the Tensile Properties

of Vanadium, AIME Transactions, vol. 209, p. 1243, 1957.

4. Pugh, J.W., Tensile and Creep Properties of Tungsten atElevated Temperatures, to be published by ASTM.

5. Pugh, J.W., Tensile and Stress-Rupture Properties of Chromium,to be published by ASM.

6. Pugh, J.W., The Tensile Properties of Molybdenum at Elevated

Temperature. Transactions, ASM vol. 47, p. 984, 1955.

7. Sims, C.T., et al. Investigation of Rhenium, Progress Reportsto the Aeronautical Research Laboratory, WADC Contract AF 33(616)-232, Battelle Memorial Institute Columbus, Ohio 1955-56.

8. Metals Handbook, Amer. Soc. of Metals, 1948.

9. Larson, F.R. & Miller, J., A Time-Temperature Relationshipfor Rupture and Creep Stresses, Transactions, AMSE, vol. 74No. 5 p. 765, 1952.

10. Inouye, H., The Scaling of Columbium in Air. Proceedings1956 Conference on Reactive Metals, IMD Report No. 5 AIMENew York.

11. Arkharov, V.I. & Kozmanov, Yu.D., On The Problem of HighTemperature Oxidation of Tungsten, Fizika Metallov i.Metallovendenie, vol. 11, No. 2. p. 361, 1956.

12. Fitzer, E., Materials of Maximum Creep and Oxidation ResistanceProduced by Coating Tungsten and Molybdenum with Vapor DepositedSilicon, Berg and Huttenmannische Monatshefte vol. 97 No. 5,p. 81, 1952.

[3. Paprocki, S.J. & Stacy, J.T., Investigation of Some Niobium-Base Alloys, Battelle Memorial Institute, Report No. BMI-1143Oct. 31, 1956. 0

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14. Wenscn, G.W. x Bruciart, K.B. & Deibler, R.t., kecrystal-lization of Tantalum, Journ. of Metals, June 1j2, p. 59b.

15. Ham, J.L., An Introtuction to Arc-Cast Molybdetium and itsAlloys, Transactions, ASME, vol. 73, p. 723, 195.

1. Majors, H. Jr., et al. Properties of Tantalum, MaterialsHandbook-Part VII, U.S. A.E.C., Technical InformationService, Oak Ridge, Tenn. April 1953.

17. Kohl, vi.H., Materials Technology for Electron Tubes, NewYork, Reinhold, 1~l.

18. Tottle, 2.R., The Physical and £ecnanical Properties ofNiobium, Journ. of Metals, vol. 85, p. 372, April 1.)57.

i'. Dushman, S., Scientific Founuations of Vacuum Technique,John Wiley & Sons, Inc., New York, Ib49.

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A. METALS (Continued)

2. Light Metals

Most of the common structural materials can be used atelevated temperatures. Aluminum alloys, magnesium alloys, alloysteels, titanium alloys, stainless steels, and the high temper-ature alloys, all have somewhat distinct areas of usage. Alumi-num alloys and magnesium alloys are eliminated from the presentdiscussion because of their service temperatures are too low.Pure magnesium melts below 1200°F, and pure aluminum just abovethis temperature. Their poor mechanical properties are shown inFigurel . Table 2 shows the general temperature range of usagefor each class of materials. The low and high temperature citedfor each material are indicative of the range only and are notabsolute limits for the materials. The limiting service temper-ature for a given alloy is a strict function of the particulardesign it is to be used in. For comparison, metals other thanlight metals are also listed.

Table 2

General Temperature Range of Usage

Alloy Family Useful Temperature Range

Aluminum alloys Rt to 5000F

Magnesium alloys 400'F to 8000F

Alloy steels Rt to 1200°F

Titanium alloys 500°F to 1100OF

Stainless alloys Rt to 2200'F (foroxidation resistance)

Age Hardenable S.S. Rt to 1000°F

High temperature alloys IO00F to 2100°F

Molybdenum alloys 1600OF to 2500°F

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80. Al -

X2020 Mg

x 60.0 \AZ 31

0.

C HK 31

X\2219\C 20

cnHM21

0o 200 400 600 800O 1000Temperature *F

Figure 15 Capabilities of Today's Best Aluminumand Magnesium Alloys for ElevatedTemperature Applications. Strength-Density Ratio is Ultimate Strength inpsi to Density in lb/cu. in.

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It should be emphasized at this point that the yield strength/weight ratio is only one criteria in the selection of a materialfor its strength properties. For applications where inherentstiffness is needed in the structure, the density of the metaland the variations of elastic modulus with temperature can playa more important part in the final selection of the material thanthe tensile strength.

In the following sections, data on various outstanding lightmetals are presented that will allow the fabricator or designerto choose intelligently the proper metal for a specific end use.

Titanium

Its strength-to-density ratio is titanium's most publicizedproperty. In this respect it is superior to many metals over anintermediate although wide temperature range. Figure 16 gives acomparison of yield strength density ratio as a function oftemperature for titanium, beryllium and alloys. On this basisthe hot worked die steels are the most competitive materials ifonly properties (and not cost or fabrication difficulties) areconsidered. Beryllium with its low density will be competitivewhen it becomes more available. The top curve in Figure 15represents the new all beta titanium alloys providing cost, fab-rication and health problems are overcome. It has the potentialof being heat treated to over 250,000 psi ultimate tensilestrength. In the laboratory the alloy has been heat treated andcold worked to a tensile strength of over 270,000 psi. Themaximum future possible temperature for use of titanium appearsto be about 2000'F for a very short time exposure, and 1100°Ffor a long time property. Creep strength is not necessarily thelimiting factor at high temperatures. Above 1100*F titaniumabsorbs oxygen and nitrogen at rates sufficient to interfere withits usefulness. Some producers consider 1000°F the upper limitfor continuous service, and 1500*F for short time. Isochronouscreep curves such as shown in Figure 17 for Ti-5, Al-2.5, Sn, areused by designers in working with short and long time creep data.For example, if a part were designed for an aircraft structureusing Ti-5, Al-2.5, Sn, you should have an allowable total defor-mation of 0.6% for 1000 hours at an operating temperature of 9000 F.the limiting stress would be about 18,000 psi. However, if thematerial were to be used for a missile structure it could be usedat a stress level of about 50,000 psi for one hour of exposure.Since titanium can withstand such high stress levels for shortperiods of time it is an excellent metal for missile application.

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1400Figure 16

All-Beta Titanium 1200 -future ail beta Ti alloy,Alloy Compared heat treatablewith Beryllium 2 1000-ftr 1beand Ferrous-Base

Materals n aeryilium (QMV, hot extruded)Strenth-to hot work Die Steel

Density Basis at 0'-Elevated Tern- ? 600 semI austenicperatures. Strength- 1. steel precipitationTIS 4Density Ratio is ~ 'hardenable

Yield Strength in 400-1000 psi. toBeyludensity in lb. per (QMV, hot pressed)cu. in. 200

0 0 200 400 600 800 1000 1200 1400 1600Temperature OF

70 SdTnieFigure 17

60 I bochronous Creep Curvesfor Ti-5 Al-2.5 Sn at

50 900*F.

06o 0

0

0

0 0-2 0.4 0.6 0.8 1.0Total Deformation, %

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The problem facing the parachute manufacturer is determiningthe proper stress level for a given length of time of exposureto the temperatures which we are faced with for this problem,namely, the temperature range of 1400 - 1500*F, for a period of10 - 20 minutes.

Titanium is attractive to the aircraft designer bc'cause ofits light weight, its corrosion resistance, and the high strengthof its alloys. The stronger alloys have high strength weightratios at room temperature, but it is at moderately elevatedtemperatures that the titanium alloys show their greatest advan-tage and have their widest applications. The titanium alloysbridge the temperature range between the lighter aluminum andmagnesium alloys, and the much heavier high temperature alloys.Titanium alloys are used in the compressor section of jet enginesfor compressor blades, disks, and spacers. Applications of sheetalloys are becoming more important. Sheet is difficult to producein the sizes and to the tolerance required by the aircraft industry,and many of the problems associated with the production of highstrength in sheet remain to be solved. This is also true of theproblems facing the wire manufacturer in titanium alloys.

Commercially pure titanium is relatively simple to fabricateand is used where ease of fabrication is a primary considerationand where high strength is not required. For more rigorous serviceconditions the high strength of titanium alloys are necessary. Thesheet alloys available at present are furnished in the annealedcondition with tensile strengths of about 130,000 psi, withelongations of 15%, reductions about 40%. The 6% aluminum, 4%vanadium alloy in sheet form is finding many applications in theform of forging, but is just becoming available in sheet form.This alloy is of the alpha-beta type and is therefore heattreatable to higher strength levels. In sheet form it willprobably find its widest use in the heat treated condition.

In order to make high strength alloys available in sheet formthe Department of Defense is sponsoring a sheet rolling programfor the principal titanium alloy producers. The alloys selerctedfor the program are those which can be heat treated to a hightensile level, and which can pass laboratory and pilot plant stages.The first phase of the program consists of melting large ingots ofthe selected alloyb, and developing methods of rolling the ingotsinto a sheet which will meet reasonable tolerances as to thickness,flatness, and performance. The material will then be evaluated todetermine compliance with target properties. Design data will be

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obtained on the approved alloys as phase two of the investigation. This willinclude determination of all desired properties up to a l000° -. The finalphase of the investigetion will be fabrication and evaluation of componentsmade from sheet material* The first two phases ere now in progrees and resu.ltsare encouraging, the project should lead to practical methods of' producinghigh strength titanium alloy sheet and by proper evaluation of these resultsperhaps give an indication as to extending the limits of usefulness of extrudedtitanium ore.

The properties of aircraft alloys under various combinations of rapidheating and rapid loadings are being determined at Southern Research Instituteunder WADD sponsorship. Examples of these results on some of the light alloysare shown in the summary, along with properties of other alloys, as well as inFigures 18 and 19o In Figure 18 the specimens were held at temperature forone-half hour before the load was applied. It may be noted that at high strainrates the tensile strains are higher than at low strain rates. In Figure 19the specimens were heated to a testing temperature in ten seconds. Load athigh strain rate was immediately applied to one group of specimens but a secondgroup was held at temperature for ona-half hour before load application at thesame rate. The tensile strain of the titanilmL and aluminum alloys was R,xnewhatbetter at the higher temperatures after onephalf hour at temperature than afterten seconds, probably because of the aging which takes place in the specimens.As a concluding note a look at the future of the light alloys in aircraft andmissile construction may be of interest. Many vehicles which travel fasterthan Mach 1 now utilize the light metals in large quantity. As speeds increase,aluminum and magnesium will become less attractive for exterior surfaces. Eventitanium will evantually give way to the high temperature materials. This doesnot mean that the light metals will be of little use, for they will probablycontinue in use as internal structures where operating temperatures are lower.Materials will continue to be selected on the basis of thp best combinationsof the properties for specific application.

A complete and proper assessment of titanium requires knowledge of thephysical and technological properties, as well as the structure and structuralproperties. A brief introduction to these areas will be given below. Table 3sumuarizes the most mportant physical properties of titanium mean value,3being shown. Of fundamental interest is the lov srecific gravity of tW)aniumwhich is at 4.5 grams per cubic centimeter about 60% of the specific

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0

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03

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gravity of iron. The modulus of elasticity is only one-half ofthat of steel, but worthy features are the relatively low heatexpansion and the low thermal conductivity which are of thesame order of magnitude as for stainless steels.

Table 3

Physical Properties of Industrial Titanium

Property Indus trial Titanium

Specific gravity (g/cm ) 4.5

Crystalline structure below 8850 (for purest titanium):hexagonal closest sphericalpackingabove 8850 :

body-centred cubic

Modulus of elast. (Kg/n 2) 11,000

Speed of sound 4,000

Specific heat (cal/g°C) 0.14

Coefficient of thermalexpansion (°C" ) 8.5 X 10-6

Thermal conductivity(cal/cm s°C) 0.045

Melting point ( °C) 1,660 ° (Kroll titanium melts atabout 1700*c.cf. in thisconnection, T.H. Schofield,A.E. Bacon J.Inst.Met. 821953/4, p. 167).

Specific elec. resistance 2at 2000 0.4 - 0.6 dL mm

Magnetic behaviour Paramagnetic

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Surface Treatment of Titanium. As a result of its markedtendency to galling and its poor wearing properties, in the caseof metallic friction, the use of titanium is necessarily restricted.Its resistance to wear can be improved by surface treatment. Pub-lished works indicate as a very favorable method, surface hardeningby means of nitrogen. In this case surface hardness of about800 Vickers units is obtained. It is true that the hardness zoneis small compared to that of nitrided steels. Furthermore, whennitriding with ammonia and simultaneous hydrogen absorption, thereexists the danger of embrittlement. For this reason nicridingwith oxygen is preferable. In this instance a high degree ofpurity is required in respect to the nitrogen used since even veryslight oxygen admixtures will lead to the formation of easilyflaking titanium oxide. Anodic oxidation makes it possible tocoat titanium, in the same manner as aluminum, with thin tintedoxide film.

Working of Titanium. The forging of titanium merits greaterattention since it is not yet in intermediate annealing. In coldrolling a texture is formed such that the (001) plane has aninclination of 25% to the direction of rolling, while the (1010)plane is in the direction of rolling. The cold rolling of wires,profiles, and the like has resulted in the tendency of titaniumto seize at the tools. This presents some difficulties which,however, can be overcome by the application of metallic coatingwith suitable lubricants such as molybdenum, sulphide or also byslight oxidation. However, difficulties may be expected in themanufacture of fine, cold drawn wires for woven parachute applica-tion.

Deep drawing is also possible in the case of titanium, andits seizing between tool and work can be prevented. Here deforma-tions up to about 40% are possible. Subsequently cold annealingmust again be undertaken. In particular working must be performedwith low declamation velocity in order to avoid cracks. In whichcase, generally speaking, only hydraulic presses can be used.Satisfactory deep drawing values are obtained by heating to 200to 400°C. Such heating also obstructs the marked tendency oftitanium to spring back. It is interesting to note, here, thatif one precludes the use of atmospheres or conditions under whichwelding is done--which would include an atmosphere of oxygen--thatthere is very little difficulty in welding titanium sections. Itis o interest though to make note that it is not possible to weldtitanium with other materials such as steel since in such casesbrittle transitional alloys are formed. Soldering, therefore,

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acquires a certain importance. Since with the usual solderingalloys and fluxes, soldering is unsatisfactory pure silver alloyswith high silver content are used for the purpose. When solderingaccording to the Lraditional methods it is scarely possible toavoid oxidation so that it is desirable to apply heat inductivelyunder a protective gas atmosphere. If in certain cases softsoldering is necessary -- as in, for example, fixing electricalcontacts, the titanium must previously be covered with a layer ofanother metal, for example, a copper layer applied electrolytically.The stability of such combinations is limited by the adhesivenessof the covering layer of the titanium which is essentially of amechanical character. Roughening of the titanium section, forexample, by sand blasting leads to an improvement in adhesion.

Titanium Alloys-Basic Types

Alpha Alloys. Alpha alloys have an essential constituent,aluminum addition. Since the beta phase cannot be super-cooled byquenching, and as a result no reactions in solid state are to beanticipated in tempering. These alloys present the advantage ofstability even at high temperatures. On the other hand, theseproperties are capable of being influenced only to a limited extentby heat treatment. Alpha alloys have relatively good strength foruse up to 600*C. Figure 20 shows the dependence of hardness onthe test temperature for various titanium alloys. From this itwill be seen that in the case of Titanium-Al alloy, even at temper-atures of 550°C, a relatively high hardness is still maintained.Figure 21 shows that the hardness can be still further increasedby supplementary alloy addition. The alpha alloys are, moreover,relatively insensitive to impurities when annealed in air up to11000 C. A high deformation temperature, can therefore be selected.In addition, alpha alloys are marked by fairly good weldability.

Alpha-Beta Alloys. Alpha-beta alloys have good duc-tility and at the same time possess a strength which is aboutdouble that of unalloyed titanium. They are more easily workedthan alpha or beta alloys and present the further advantage, asa result of heat treatment, of obtaining high strength values. Inthis connection, quenching with subsequent tempering or isothermalheat treatment, is possible. The alpha-beta alloys have thedisadvantage of not being stable at high temperatures since, inthe case of protracted annealing, the beta component can undergo,,utectoid decomposition with ensuing possible embrittlement. Theupper temperature level limit for their use is about 450Cathigher temperatures there is a marked decrease in strength.

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auE4300

~6%Or

2006 'Y r ,%.F

b.6.

5%Ta

00 2D) 400 600

Temperature OC

Figure 20 Heat Hardness of Some BinaryTitanium Alloys.

NE 4 00 .

Iwo300

' 200

> 100

0 200 400 600Temperature*C

Figure 21 Heat Hardness of Some TernaryTitanium Alloys.

120

-E80

C C

A40 60o

40

!8 0 20 &0 200 400 600Temperature *C

Figure 22 Mechanical Properties of an Alloy -

Ti-4%, AI-4%, Mn.

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Figure 22 shows the temperature dependence of the mechanicalproperties of Ti 4°/,A114%,manganese alloy. Alpha-beta alloyshave not such good welding properties as pure alpha alloys. Unsat-isfactory heat treatment may further reduce the ductility as aresult of grain coarsing.

Beta Alloys. The content of added elements requiredfor stabilization of the beta phase varies according to the alloysystem. Thus, for example, about 11.57. molybdenum, 15% V, 6.5%Cr. or 6.57 1i, are required to stabilize particular binary alloys.

Unstable beta alloys after quenching have medium strength,,oonod ductility, and can be tempered to higher strength values withsimulLaneous reduction of ductility. The strength can be increasedby isothermal heat treatment. For a number of alloys, time trans-formation diagrams are already similar to those of the alpha-betaalloys. They have tiie disadvantage in fairly long tempering anda temperature between 200 and 400°cof becoming brittle.

Stable beta alloys possess high ductilities and goodstrength value. They can be used at a fairly high temperature butare not capable of heat treatment. One disadvantage of beta alloysis their great sensitivity to impurities during preparation hotworking. The alloying possibilities are in a state of developmentso that further considerable improvement may be anticipated. Itis, however, already clear that taking into account the specificgravity, titanium alloys may be superior at temperatures of 550Cto stainless steel, in regard to creep strength. Table 4 showsthe mechanical properties of some commercial alloys.

Table 4

Mechanical Properties of Various Ti Alloys

Property 5AI ;2.5Sn 4Mn:4A1 3AI :5Cr 3Mn;lFe;lCr;lV;lMo

Tensile 2Strength (kg/mm2) 90 113 117 92-134

Yield Point or 20.2 limit (kg/mm2) 85 110 112 92-113

Elongation beforeFracture 85% 15 13 14 10-20

Brinnell HardnessH330/5 180 340 330 290-400

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REFERENCES - Titanium

1. W. Rostoker, Discussion at end of paper by P.D. Frost on"Isothermal Transformation of Titanium-Chromium Alloys"

ASM Trans., 1954.

2. H.D. Kessler, "Research and Development Toward ImprovingTI-Al binary Alloys by the Addition of a Third Component."

3. P.D. Frost, "Isothermal Transformation of Titanium-Manganese Alloys," ASM Trans., 1954.

4. W.M. Parris, H.A. Robinson, P.D. Frost, and J.H. Jackson,"Development of Improved Titanium Base Alloys" BattelleProgress Reports on Contract AF 33(616)-384, 1953.

5. F.C. Holden, A.A. Watts, N.R. Ogden, and R.I. Jaffee, "TheEffect of Grain Size on the Mechanical Properties ofTitanium and Its Alloys" Battelle Progress Reports cnContract AF 33(616)-412, 1953 and 1954.

6. R.I. Jaffee, F.C. Holden, and H.R. Ogden, "Heat Treatment,Structure, and Mechanical Properties of Ti-Mo Alloys,"Battelle Memorial Institute, Jr. Metals, February 1954.

7. P. Duwez, "The Martensitic Transformation Temperature inTitanium Binary Alloys," Trans. Amer. Soc. Metals, Vol.45, 1953.

8. P.D. Frost and co-worker, "Precipitation Hardening anu 6m-brittlement of Hign-Strength Titanium Alloys," BattelleProgress Reports on Contract AF 33(616)-445, 1953, 1954,and 1955.

9. Ned Hehner, "The Metallography of Age-Hardening Titanium-Manganese Alloys," Unpublished thesis for M.S. Degree,University of Cincinnati, 1954.

10. C.R. Cools, "Research and Development of Titanium Alloys",Allegheny Ludlum Steel Corporation, WAL Report No. 401/26-34, April 15, 1953.

11. L.D. Jaffe, "Heat Treatment and Alloying of Titanium,"Watertown Arsenal Laboratory, Report No. WAL 401/191,June 23, 1953.

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REFERENCES (Contd.)

12. R.J. McClintic4<, G.W. Bauer, and L.S. Busch, "The Studyof Physical Metallurgy and Heat Treatment of TitaniumAlloys," Bimonthly Report No. 5, Navy Contract No.Noas 54-371-c, January 1955.

13. L. Luini and E. Lee, "Progress Report on the Heat Treat-ment and Evaluation of Commercially Produceo TitaniumBase Alloys," Curtiss-Wright Corporation, W.A.D. SerialReport No. 1774, October 1953.

14. H.D. Kessler and M. Hansen, "Transformation Kineticsand Mechanical Properties of Titanium-Aluminum-ChromiumAlloys," Discussion Section at end of paper publishedin ASM Trans. Vol. 46, 1954.

15. H.D. Kessler and M. Hansen, "Research and DevelopImernLToward Improving Titanium-Aluminum Binary Alloys by theAddition of a Third Component," Armour Summary Reporton Contract DA 11-022-ORD-244, 1953.

16. F.R. Bortzen, E.L. Harmon, and A.R. Troiano, "Decompositionof Beta Titanium," Case Institute of Technology, AIMETrans., Jr. of Metals, February, 1955.

17. "The Development of Strong, Tough Titanium Alloys forOrdnance Use," Final Technical Report by Rem-CruTitanium, Inc. for Watertown Arsenal, Contract No.DA-19-05900RD-123.

18. W.L. Finlay, R.I. Jaffee et. al., "Tin Increases Strengthof Ti-Al Alloys Without Loss in Fabricability," Jr. ofMetals, January 1954.

19. P. Herasymenko and H. Margolin, "Heat Treatment ofTitanium-Aluminum-Chromium Alloys," NYU Final Reporton Contract No. Noa(S) 53-018-c, 1954.

20. F.C. Holden and others, "The Effect of Microstructureon the Mechanical Properties of Titanium Alloys," BattelleSecond Interim Report on Contract No. DA-33-019-ORD-280.

June 1952.

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REFERENCES (Cort.

21. S.H. Endicott, "Effect of Thermal Treatments on theProperties of the 3AI-SCr Titanium Alloy," Mallory-Sharon Titanium Corporation, Engineering Report No.2000E127, August 1954.

22. C.C. Posner and N.A. Tiner, "Heat Treatment of 3Mn-lAlTitanium Alloy," North American Letter Report, MaterialsResearch and Process Development Group 95-40, MRR54-419,June 1954.

23. R.I. Jaffee, "The General Physical Metallurgy ofTitanium," Battelle Memorial Institute, To be Published.

24. D.J. McPherson and H.D. Kessler, "Studies of PhaseRelationships and Transformation Processes of TitaniumAlloy Systems," Armour Report No. 19 on Contract No. AF33(038)-8708, May 4, 1953.

25. M. Hansen, D.J. McPherson and W. Rostoker, "Constitutionof Titanium Alloy Systems," Armour Report on ContractNo. AF 33(038)-16347, WADC-TR-53-41, February 1953.

26. H.D. Kessler, W. Rostoker, and R.J. VanThyne, "TitaniumPhase Diagrams," Armour Report on Contract AF 33(038)-8708,WADC-TR-52-355, November 1953.

27. L. Luini, "Final Summary Report on Investigacion of HeatTreatment of Commercial Titanium Base Alloys," Curtiss-Wright Corporation, W.A.D. Serial Report No. 1667 onContract No. AF 33(038)-23302, November 1952.

28. W.M. Parris and co-workers, "DevelopmenL uf Titanium-BaseAlloys," WADC Technical Report 52-334, Contract No.AF 33(038)-3736 Battelle Memorial Institute, December 1952.

29. Y.S. Liu, "Mechanism of Martensitic Transformation ofTitanium Alloys," NYU Summary Technical Report onContract No. DA-30-069-ORD-823.

30. W. Rostoker, D.J. McPherson, and R.A. Lubker, "Developmentof Transformation Data for Special Titanium Alloys," ArmourInterim Technical Report No. I on Contract No. DA-11-022-ORD-1292, January 1954.

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REFERENCES (Contd.)

31. H.M. Meyer and W. Rostoker, "Study of Effects of AlloyingElements on the Weldability of Titanium Sheet," ArmourResearch Foundation, WADC-TR-53,230, Contract No. AF33(616)-206, May 1954.

32. C.R. Lillie and H.D. Kessler, "Research and DevelopmentToward Improving Titanium-Aluminum Binary Alloys by theAddition of a Third Component," Armour Final TechnicalReport on Contract No. DA-II-022-ORD-1292, January 1954.

33. G.E. Faulkner, G.E. Martin, and C.B. Voldrich, "TheWelding Characteristics of Selected Titanium Alloys,"Battelle Summary Report on Contract DA-33-019-ORD-231,WAL 401/97-29, March 1954.

34. H.M. Meyer, O.T. Barnett, and R.A. Lubker, "Study ofEffects of Alloying Elements on the Weldability ofTitanium Sheet," Sixth Quarterly Report by Armour onContract No. AF 33(616)-206, July 1954.

35. S. Weining and E. S. Machlin, "The Effect of the MartensiticTransformation on Uniform Elongation," Columbia University,Minutes of Titanium Symposium on Diffusion and MechanicalBehavior Under the Auspices of the Metallurgical AdvisoryCommittee on Titanium, June 9 and 10, 1954.

3b. S. Abkowitz, 'High Strength Titanium Alloys of GoodDucLility and Toughness," Watertown Arsenal Laboratory,Minutes of Titanium Sy'nposium of Diffusion and MechanicalBehavior Under the Auspices of the MetallurgicalAdvisory Committee in Titanium, June 9 and 10, 1954.

317. W.F. Carew, F.A. Crossley, R.F. Domagala, R.P. Elliott,D.W. Levinson, D.J. McPierson, J.J. Rausch, W. RostoKer,aoc D.H. Turner, "Studies of Phase Relationships andTransformation Processes of Titanium Alloy Systems,'Armour Summary Report on Contract AF 33(038)-8708,WADC-rR-54-101, April l-I4.

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A. METALS (Continued)

2. Light Metals

Berylli.dm

Berylliam in the sense of i us meciianical properties is anextremely interesting metal. Its dusity is very low, being0.006 lbs. per cubic inch. It has a melting point of 2350'F, amodulus of 40 x 100 psi and a tensile strength at room temper-ature between 40 and 80 thousand psi depending upon the fabric-ation techniques employed in its manufacture. Ellis' papers onthe Development of Beryllium for Nuclear Reactor Applicationsfurnish the following bacik.ground (26).

Stress rupture and creep data on beryllium are reported byKaufmann (i). Tnese relate to hot extruded, so-called pebblemetal ingots tested in the range of 400°C to 11000 C. The resultsof these tvestigations are produced in Figures 23, 24. At 600'C,the stress for rupture 100 hrs. and 1000 hrs. is approximately2500 lbs. per square inch and 1500 lbs. per square inch respec-tively. There are no corresponding data published on flake ingotor on powdcr material in the extruded or rolled conditions. Itis of interest, however, that a decrease in rate of strain attemperatures of 200'C to 600'C causes a reduction in tensilestrength and elongation with hot pressed powders. This is shownin Figure 25 (after Beaver et al.). A similar effect is shown inFigures 26 and 27, by Kaufmann, for extruded pebble metal ingot.

While the potential properties for the metal beryllium areexcellent, there are many practical difficulties connected withits production. Beryllium ingots are produced by high frequencyvacuum induction melting and casting using a beryllia crucible, agraphite or a mild steel mould and a bottom pouring technique.Vacuum melting and casting reduces the halide and volatile metalliccontents. American pebble contains 99.5% beryllium with 0.05%manganese, 0.11% iron and 0.06 aluminum as the main metallicimpurities. The fluoride content is not usually given. Berylliumoxide content is generally 0.2% or less. Flake material is veryslightly higher in purity.

Ingot beryllium is extremely brittle at room temperature andexhibits a coarse grained columnist structure. Beryllium alsoexhibits hardness and isotropy. These qualities cause high toolwear and relatively poor machined finish, the latter being due toindividual grain detachment and to mosaic patterned formation. The

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10000 0

0

1000 0

00

060

00

10000100

\1000 hrs

400 600 B00 1000 1200

TEMPERATURE OC

Fig. 23 Beryllium stress versus temperature curves for

arbitrary rupture times. (After Kaufman, 11).

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100000 -________

.- IO % per hr

10000-.- O*I. % per hr

1000-

0

100-

0-01 % per hr-

0-001% per hr-'

400 600 800 1000 1200TEMPERATURE OC

Fig. 24 Beryllium stress versus temperature curvesfor arbitrary creep rates. (After Kaufman, 11)

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80

w 60 2000

UJ . 400"

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0 0=20

I-

0 I

0 0.01 0.I0 I 10STRAIN RATE (in/min)

40

z0 6000

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0 20- o) 200 =

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0 001 0.10 I 10

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60

z 4 6000

II.

1.- 2 400*z 20-0

° o 200"

0 0.01 0.10 I 0

STRAIN RATE (in/min)

Fig. 25 Effect of strain rate on the elevated temperature

tensile properties of vacuum hot pressed beryllium, lot

Y-4522-HP. (After Beaver 15).

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00

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00

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main difficulty in ingot production is the elimination of unsound-ness. Ingot beryllium is hot short. Liquid beryllium possessesa relatively high surface tension and fluidity, consequentlyexcessive solidification rates cause formation of intercolumnarcracks and pipes due to the low fluidity and poor feeding. On theother hand, the use of slow solidification rates is precluded bythe accentuation of grain coarseness, thus intermediate solid-ification rates must be used. It is extremely difficult, at thepresent time, to produce large machine blocks for nuclear reactoruse, and the metal is very unattractive for fabrication to sheetand tube components, much less wire. Up to the present time, nosuccess has been reported in grain refinement by alloying metaladditions by mould vibration or by variation in melting practice.

Investigations have been made of beryllium alloys. Berylliumrich solid solutions, which are few, are of limited solubility andare terminated usually by intermetallic compound formation. Thusthe alloys are brittle in both the cast and fabricated conditions.

Beryllium powder is also produced commercially. Vacuum castpebble metal ingots are turned to chips in a cutting operation andthese chips are then milled to a powder. The powder is dischargedonto a screen following which it is recycled and blended for meshsize. Beryllium powder may then be consolidated by die pressing toa pressure of roughly 60 to 80 tons per square inch followed byvacuum sintering at 11250 C to 11750 C. It may also be hot pressedat 11000 C maintaining the pressure for long times, up to 24 hrs.Pressure used is about 150 lbs. per square inch. It is also hotpressed at higher loads, somewhat lower temperatures. (See Figure28).

Forging of ingots for grain refinement prior to extrusion orrolling is not normally possible, as the ingots fail by cracking.Bars of round or rectangular section and tubes are produced byextrusion of a sheathed ingot and by consolidation of powderberyllium at 1050°C. Reductions may be of the order of 30 to 1.The extruded surface of the ingot is rough in comparison to thesurface of the extruded powder. Warm extrusion is sometimescarried out at 450°C and requires the use of the suitable sheathor surface coating which will act as a barrier and lubricant.Sheet may be produced from ingot or powdered billet by hot sheathrolling at 50°C with 10% to 15% reductions and interpass reheating.After a total hot reduction of 75% to 80% in thickness, finishrolling can be carried out at temperatures down to 450'C. Berylliumin general has low ductility and develops maximum properties in thedirection of working. The limited modes of deformation that are

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TEMP OCFig. 28 Comparison of longitudinal and transverse tensileproperties of extruded QMV beryllium at elevated temperatures.Vacuum hot pressed and extruded from 2k to lJ inches diameterat 425 *C.

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available in a practical sense result in marked aniqotropv ofproperties with relatively poor transverse strength and ductility.The attainment of maximum properties in two directions is, there-fore, dependent on the development by fabrication control of thesuitably oriented structure. This may be obtained in sheets byalternate cross rolling. The realization of the same degree oforientation controlling tube production is not possible becauseof the uni-directionality of the tube forming proc:ss.

Ellis (26) has provided a worthwhile summary of the mechanLcalproperties of beryllium in different forms and followin, varyingtreatments. Pertinent graphical relationships are shown in Figures29-32 following. Figure 29 gives a comparison of the tensilestrength in the longitudinal direction of various forms of fabri-cated beryllium as a function of temtperature (4). Figure 30compares the elevated temperature tensile elongation in the lon-gitudinal direction of various fabricated forms of beryllium (4).Figure 31 shows the longitudinal and transverse tensile strengthand elongation of hot extrided powder as a function of temperature(15) and Figure 32 shows the effect of grain size on the longi-tudinal tensile strength and elongation of hot extruded powder (15).

Beryllium is also a difficult metal to weld or braze becauseof its cold brittleness, hot shortness and the ease with which itoxidizes. Fusion welding has not been successful, in general, butsome success has been accomplished by use of a bare berylliumfiller rod with a tungsten electrode, an inert gas shield and aDC current (4). Pressure welding at high pressures and hightemperatures has also been reported (4). The main difficulty isthe provision of suitable jigs which tend to preclude thepressure welding of awkward shapes. Another difficulty is thatthe high pressures and temperatures required for successful jointsare not compatible with the joining of thin sections if intricatedesign. In the United States, it is considered that brazing isthe most satisfactory method of joining beryllium to itself andother metals (4).

Beryllium is abrasive and causes relatively high tool wearin machining (4). The metal can be turned, milled, drilled, reamedor ground under conditions somewhat similar to those for cast iron,but it is diffic'jlt to saw. Dry cutting conditions with carbidetipped tools are preferred.

The metal beryllium does not oxidize appreciably below 600'Calthough fairly rapid oxidation commences between 8000C and 8500C.

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100

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Fig. 29 Comparison of elevated temperature tensile strengthsexhibited by various types of beryllium.(White and Burke, 4)

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0

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so0

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10 0 11

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The Russians report the development of protective coatings forhigh temperature use (3). There is some atmospheric corrosionof beryllium at room temperature and this appears to be connectedwith the hydrolysis of carbide and halide inclusions in the metal.The water corrosion resistance of beryllium appears to be erraticwhile that of the powder metal is better than the ingot.

In addition to production fabrication difficulties and cost,beryllium presents a severe health hazard. In any case, problemsof formability and cost probably preclude its use for parachutedrag devices for the immediate future and perhaps for severalyears to come.

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REFERENCES - Beryllium

1. Chemical Engineering Progress, 1956, 52 (10), 397-438.

2. Griffiths, R.F., Metal Progress, 1954, 65, 81-86.

3. Meyerson, G.A. International Conference on the PeacefulUses of Atomic Energy. A/Conf. 8P/633. U.S.S.R. 30th

June, 1955. "Technology of Manufacturing Items of Pure

Beryllium and Beryllium Oxide for Use in Nuclear Reactors".Translated through courtesy of the U.S.S.R. Government.

4. "The Metal Beryllium". Editors: D.W. White and J.E. Burke,A.S.M., Cleveland, Ohio, 1955.

5. Breslin, A.J. "Control of Beryllium Oxide in the CeramicIndustry". American Ceramic Society Bulletin, 1951, 30,(11), 395-398.

6. Wood, G.B., and Brenner, A., "Electrodeposition of

Beryllium and Beryllium Alloys". J. Electrochem. Soc.,1957, Jan., 104, 29.

7. Bryant, P.S., "Beryllium Production at Milford Haven"Paper on "Extraction and Refining of the Rarer Metals"London, 1957. Institution of Mining and Metallurgy, pp.310-322..

8. Derham, L.J., and Temple, D.A., "The Preparation ofBeryllium Metal by Thermal Reduction of the Fluoride",ibid., pp. 323-336.

9. "aufman, A.R., and Kjellgren, B.R.J. InternationalConference on the Peaceful Uses of Atmoc Energy. A/Conf.SP /320. U.S.A. 28th June, 1955. "Status of BcrylliumTechlnolocy in the U.S.A."

10. W l1iams; T. "The Powder Metallurgy of Beryllium". Paperin "Pro-ress in Nuclear Energy", I (V) Pergamon Press,1956, pp. 300-304.

11. Kaufman, A.R., Gordon, P., and Lillie, D.W. "The Metal-lurgv or Beryllium," Trans. A.S.M.. 1950, 42, 785-844.

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REFRENCES (Contd.)

12. Raynor, G.V. "Beryllium, Beryllium Alloys and theTheoretical Principles Affecting Alloy Formation withBer llium," J.Roy. Aero. Soc., 1946, 50. 390-415.

13. Barett, T.R., El.is, "Gi. , ., Knight, R.A., "The Pressure-less Sintering of Loose Beryllium Powder." Powder Metal-lurgy Conference, London, March 1958.

14. Stoh r, J.A., Fuel Element Conference, Paris, Nov. 1957.

15. Beaver, W.W., ano Wikle, K.G., "Mechanical Properties ofBeryllium Fabricated by Powder Metallurgy." Journal ofMetals, 1954, 6 559-573.

16. Lee, H.T., and Brick, R.M.,, "Deformation of BerylliumSingle Crystals at 25-500' C.," Trans. A.S.M., 1956, 48,1003-1007.

17. Sloman, H.A., "Researches on Beryllium," J. Inst. Metals,1932, XLIX (2), 365-390.

18. Pugh, S.F., A.E.R.E.M./R 1920. 1953.

19. Wilman Scott V. To be published soon in "Nature."

20. Kopelman, B., and Bender, H. "The Dissociation ofBeryllium Iodide in Platinum Containers," J.-Electrochem.Soc. 1951, 98, 89-93.

21. Cook, M. "The New Metal Titanium," J. Inst. Metals, 1953,82, 93-106.

22. Trecco, R.M. 'Some Properties of High Purity Zirconiumand Dilute Alloys with Oxygen," Trans. A.SM. .953, 45,872-892.

23. Pratt, J.N., Bratina, W.J., and Chalmers, B. "InternalFriction in Titanium and Titanium-Oxygen Alloys," ActaMetallurgica, 1954, 2, 203-208. -

24. Rosi, F.D., Dube, C.A., and Alexander, B.H. '"echanism ofPlastic Flow in Titanium-Determination of Slip and TwinningElements," Journal of Metals, 1953, 5, 257-265.

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REFERENCES (Contd.)

25. Churchman, A.T. "The Slip Modes of Titanium and the Effectof Purity on their Occurrence curing Tensile Deformationof Single Crystals," Proc. Royal Soc., i54, A226, 216-226.

26. Ellis, G.C. "The Development of Beryllium for NuclearReactor Applications, Metallurgia, pp 244-250 Nov. 1958,pp 2o5-269 Dec. 1U59.

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0

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A. 'LTALS (Continued)

3. Super Alloys - Introduction

Superallois will undoubtedly be called upou to furnish theheat resistanit aterials for toe space vehicles, since data thusfar released indicates that all but certain "hot spots" arewithin the capabilities of the superalloys of today. Tie hotspots will either be protected by "cooled' superalloys or bycoated refractory alloys.

Several meLhods can be used to classify superalloys. Ontne basis of ciiemical composition, they would be classified intosix groups.

1. Cr-Ni-Fe alloys - used in hot-cold wori', warm woriKconditions when sLrcngth'cned by carbide forming elements. Alloyscontaining aluminum and titanium are heat treatable. This categoryalso alloys based on austenitic stainless steel compositions. (16-25-6, 19-jDL, etc)

2. Cr-Ni-Co-Fe alloys - normally used in heat treated(solution treated and aged) condition. (N155, 5550, etc)

3. Wrought cobalt base alloys - used in heat treatedcondition. (S81 . L60'j)

4. Cast cobalt base alloys - generally used ini the as-castcondition. (HS21, X-40, HS3], etc)

5. '4roughlt niickel base alloys - streiL.hened by additionsof Ti plus Ai Lo cause precipitation hardenin,;. (M252, Waspaloy,U500 etc)

o. ,'ist n[c,'ei base alloys - also strengthened by additiorsof Ti. plis At. (GMR23'), NicrotunA, 1800, Waspaloy, Inco 713, HS8294,etc)

An extensive 14iSL-ni. ; :o'nposicions for such alloys is givenin Table 5, alon2 WiL,, cypicaIl properties (also Figure 33).

UnforLunately, oaLa for vxtremely stort time periods, limitedstrains of tie type w.!ici will govern tue use in space vehicles isnot too widely available. However, Lte snort time properties ofgeneral aircraft strucLural maerials are siiown in the several

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figures. The materials are annealed Stellite 25, heat treatedInconel X, compared with full-hard 301 stainless steel, annealedAI10-AT titanium alloy and alclad 2024-Ts aluminum alloy.

Figure 35 shows the effect of temperature after a IC secondheating time and two different holding times on the 0.2% offsetyield strength of test materials at a strain rate of 1.0 in/in/sec.301 stainless exhibits excellent strength to 900'F but dropssharply - flattening out at 1600°F. Inconel X holds well to1200°F and drops rather rapidly - about 1150°F. Stellite 25 andInconel X exhibit superior yield strength above 1600*F. Alclad2024-T3 loses its strength quite rapidly after 450'F.

Figure 34 shows the effect of temperature, after a 10 secondheating time and two different holding times, on the ultimatetensile strength of test metals at a -strain rate of 1.0 in/in/sec.301 stainless exhibits maximum ultimate tensile strength at 900°Fand is superior to Inconel X to approximate 1100'F. Inconel Xleads the groups to approximately 1700OF with Stellite 25 exhibitingthe highest properties- to the highest test temperature.

The periods during which space vehicles will be subjected toextremely high temperatures will be very short. There are availableconsiderable very short time creep-rupture data on aluminum,titanium, and steel alloys. space vehicle and drag chute studieswill require similar data on superalloys, such as creep-rupturedata for 10-1800 seconds. Conversely, a need also exists forextremely long-time mechanical properties of the superalloys.

The available alloys in this field have been in a continuingprocess of evolution. At the present time several new alloyshave indicated potential properties for rather high stresses totemperatures as high as 1800°F. There are numerous factors whichmust be taken into consideration in considering the use of thesealloys for space vehicles. Space applications apparently willrequire a large use of heat resistant alloys in the form of thinsheet, tubular products, wires, etc. Relatively few of the alloyshave been produced and used in this form. However, procedureshave been developed for producing and fabricating Inconel X, L605,etc, in sheet form. Optimum properties for sheet materials ofthis type are shown in Figure 36.

The general history of the superalloys shows a close correlationbetween alloy and fabrication developments. Thus, many alloys arenow commonly melted, hot worked and rolled to sheet which a few years

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601800 OF

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1800OF

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Figure 36 High temperature sheetalloys.

I- Titanium MST 5- 17-17 PH 9 - Alumlunlum

2- Udimet 700 6- M 252 Or 10-Cast Nickel3-Inconel K 7-1605 11 -321 Stainlless4 -Moly1" 4V 8- Udlmot 600

0 400 B00 1200 1600 1800

Temperature OF

Figure 37 Strength to weight ratio.

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ago were impractical to even make into forgings. Tremendousstrides have been made in the technology of producing such alloys.Presumably, therefore, some of the alloys which will withstand thehigher temperatures under high stresses will eventually be producedas sheet. Thus, the properties of such alloys are an indicationof what may be available in the future, but it is doubtful thatthey will be useful much over 2000'F.

Those alloys which now show the highest strengths at temper-atures of 1700-1800'F are now only available as investment castings.They do not appear promising as sheet or wire material.

On the basis of a strength to weight ratio comparison of thehigh temperature capabilities of existing alloys, it may be quitereadily seen in Figure 37 that superalloys are superior on astrength to weight ratio up to 18000 F. It is quite possible thatrefractory alloys will be available for limited applications witha superior strength to weight ratio at temperatures in excess of2000*F. However, fabricability and oxidation resistance continueto be a problem in the role of refractory alloys with littleassurance of success at this time.

It is generally considered that the superalloys are reachingthe limit of their increase in temperature while retaining presentlevels of load carrying ability. This is due to the servicetemperatures approaching the melting points of the alloys basedon Cr-Ni and/or Co. Based on the experience of the last few yearsit seems that the most that can be expected is an increase ofmetal service temperature of 1000 to 200°F. These last increasesin temperature apparently will come slowly and will be difficultfrom the production and fabrication viewpoint.

Oxidation and corrosion are becoming an increasing problemas these temperatures are raised. Heretofore, the superalloyshave in general had adequate corrosion resistance from the alloyingelements commonly used to develop properties. This also is reachingan end point and surface protection may be necessary for the highstrength alloys at the higher temperatures.

The technology of producing superalloys has undergone largeimprovements during the last 10 to 15 years. Vacuum and consumableelectrode melting have resulted in materials which are much easierto produce and fabricate. The role of trace elements in propertiesand quality has been recognized. The growing understanding of themetallurgy of the alloys in terms of the minor elements shouldlead to pronounced advantages in the future.

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For example, the role of extremely si,,ll percentages of boron

and zirconium in increasing the rupture life of nickel base alloys

is quite vividly illustrated in Figure 38. Elongation is plottedagainst time. The tests were conducted at 1600'F and 25,000 psion experimental wclcel base heats. By melting in an aluminum

crucible with boron and zirconium held to a minimum, a 60 hour

creep life was obtained as against over a 600 hour creep life whenthe same alloy was melted in a zirconia crucible with additionsof boron and zirconium (.0088% B - .01% Zr).

The effect of LLtanium on the 1500'F, 35,000 psi rupture lifeof WaspaLoy is illustrated in Figure 39. The variation of thepercentages of Litanium from .0 to 1.6 (1%) increased the rupturelife from 38 hours to approximately 170 hours.

Encouraging increases in the high temperatures properties ofsuperalloys by careful control of trace elements has been demonstratedand it Ls reasonable to assume that continuing improvement in pro-perties will be attained thirough further studies of trace elementbehavior in superalloys.

Dispersion hardening is a principal method of attaining addedstrength in existing superalloys. In order to strengthen thelattices of superalloys, we must introduce barriers to impede themrovement of dislocations. One of the most effective methods is tointroduce a hard high strength second phase properly dispersed inthe matrix. Such particles pin down dislocations thereby strength-ening the alloy.

Superalloys are subject to variation in properties for anumber of reasons. The role of trace elements derived from con-tamination and 'deox idation" practice is now recognized and whenproperly developed sliould lead to improvement in both propertiesand their uni.formity. Over and above this, however, processingconditions can have a pronounced effects on properties. The roleof this variable is not very well understood. Certainly, however,proper precAutions must be used if and when superalloys areapplied to space vehicles to be sure that the unusual conditionsof production and fabrication involved do not adversely affectthe properties. WP cannot overempliasize the importance of thisproblem and the need for more basic information on the metallurgyinvolved. The application of superalloys to the new field willrequire careful technical development to maKe sure that the alloyswill have tIne expected properties in the finished vehicle.

One important facet in the field of processing variables has

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I-Aluminum Crucible

5 .0003% 8, .01% Zr.096 2-ZIrconium Crucible

C '0004%8, 19% ZrP 4 3-Magnesia Crucible

-064 *0001 % B, 01% Zr2 4-Magnesia Crucible

-0008%B, 01% ZrC '032 5-Zirconia Cruciblew .0008,%B,.01% Zr

020 100 180 260 340 420 500 580 640 720

Time, Hrs

Figure 38 Effect of bore aad Zircoaium on creepcharacteristics.

160

120

o 8*= 16;16 6? 0 Elongation

12 w

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fuaction of % titaaium.

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been work aimed at determining the effect of prior workingconditions on the properties of a complex, age-hardenable alloy(A-286) when a standard heat treatment is used after the rollingoperation.

The rolling temperatures selected for A-286 alloy were roomtemperature, 1700, 1950, and 2200°F. Reductions were carriedout isothermally and on a falling temperature schedule. The hightemperature properties were evaluated under various test conditons.Figure 40 shows the results of creep tests at 1200°F and 35,000 psi.

The results speak for themselves. The temperature of rollinghas increased the creep strength of A-286 from 300 hours at 80°Fto over 1000 hours at rolling temperatures from 1950-2200'F.

Similar studies with favorable results have been conductedon N-155 and 16-25-6 alloys.

A more complete understanding of processing variables isnecessary if we are to squeeze the ultimate high Lemperaturestrength out of the superalloys. Not only additional prior workingdata is needed, but also processing data from melting and pouringtemperatures to the final finishing process.

One of the most difficult problems associated with the useof superalloys arises from the fabrication problems. Many of theapplications require complicated shapes, particularly where coolingis to be used. Not only are the alloys difficult to form for suchapplications, but they are difficult to weld, braze, and join. Inaddition such operations can be very detrimental to propertieswhere the welding heat alters the microstructure of the alloys. Itseems reasonably sure that if superalloys are to be widely used,there w1 have to be very extetisive developments in the technologyof FahricAting; te finisited parts. It ,-an be said with confidencethat this area repr(sents tue single most criticnl materialsproblon in tile space vehicle field, whether or not superalloys,refrwitorv retals, or lower alloyed materials are used.

Elevated-Temerature Data for Particular Superalloys

For service up to 1200F, data are presented for HastelloyR 215 ano Udimet 500 nickel-base alloys and for N 155 mixed-basealloy. Tuese materials differ from the older nickel-base alloys,su o.is In'2onel-X, in that some of tbe nicr el is replaced withsoLiL-s,)LL.n -'irdeners, such as cobalt and molybdenum, indespeciall! in tuie Lar-er -imount of al.uminum and titanium precip-

itatLon 'irdeners.

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WD TR6032 7

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Tensile property data are presented for Multimet (N 155),Udimet 500 and Hastelloy R 235 (Figures 41 and 42). N 155 isused for comparison because of its past and present extensiveuse at high temperatures for combustion chambers. All threealloys are being used in sheet-metal applications at servicetemperatures to 2100*F. The N 155 and Udimet 500 were testedin the mill-annealed condition and the Hastelloy R 235 in thecold-worked and aged condition. For operation below about1700*F, a considerable increase in strength over the annealedproperties can be realized by aging the Udimet 500. At approxi-mately 1200'F, the Udimet 500 shows a considerable increase inyield strength due to the aging of the solution-annealed material.The ability to rapidly heat to the test temperature allows thisphenomena to be observed and measured. In a conventionalelevated-temperature test, the time normally required for afurnace to heat a specimen would obscure this effect. For themaximum utilization of material for short times, it is desirableto obtain the short-time elevated-temperature strength for theexact time and temperature combination expected in service.

The strength of the Udimet 500 begins to drop off rapidlybeyond 1600°F, primarily because of overaging. The cold-workedR 235 also loses strength at 1600*F because the effect of thecold work is disappearing and the material is also overaging.From room temperature to 1800 0F, N 155 has a relatively lowstrength compared to Udimet 500 and cold-worked and aged R-235.Above 1900*F the strength of N-155 compares favorably with theother two alloys. The modulus of elasticity for the three alloysprogressively decreases from room temperature to 22000F. Allthree materials have a hot-short range with a loss of ductilityat 1500 to16000 F.

Effect of Cold Work on R 235. Dislocation theory predictsthat a combination of cold working and subsequent aging of amaterial will markedly increase its resistance to deformation atelevated temperature. Hastelloy R 235 alloy was cold worked 10%and 20% and subsequently aged at 100*F for 2 hr. Standardelevated-temperature tensile tests by the producer showed signi-ficant improvements in strength at 1200OF over material that wasaged only. The material was tested on the elevated-temperaturetesting machine to determine the maximum temperature to whichthe benefit of cold working and aging could be realized under thethe conditions of short-time heating and testing.

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160 utmt

(2 '% Udimet 500

40-0 2%/ yield

0'0 400 800 1200 16(,0 2C$X)G ?400

Temperature OF

Fig. 41 Tensile Strength Versus Temperaturefor High-Kievated-Temperature Alloys

48

40-

032 Udimet 500 Eogto

cE

07 44 00 80 20 10 0020

~~t APD~ 2.-16-32,5

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The effect of cold reduction plus aging on the mechanical

properties of R 235 is shown in Figure 43. The greater tne

amount of cold work, the hi.gher are the mechanical propertiesfrom room temperature to 1400'F. Above 1400 to 2000'F, thegreater the cold work the lower the properties. The yield andtensile strengths are virtually the same at 2000°F for both coldreductions.

Effect of Strain Rate on N-155. As in the case of themagnesium alloys and all other alloys, there is a strain-ratesensitization temperature for N-155 alloy sheet. The ultimatestrength is first affected by strain rate at 12000 F and the yieldstrength at 1400'F (Figure 44). At 1800*F, approximately a ten-fold increase in strain rate raises the yield strength 100%.Increasing the strain rate by a factor of 20 raises the ultimatetensile strength 40% at 1800 0F. At 2000'F, the effect of strainrate on the yield strength is more pronounced; at 100-foldincrease in strain rate raises the yield strength 180%. Theultimate strength is less affected than the yield strength bystrain-rate differences at 2000 0F. The strain-rate effect is evenmore pronounced at still higher temperatures.

Creep Strength of N-155. The ability of the elevated temper-ature testing machine to measure strain from the instant the loadis applied and to hold a constant load malies it possible to plotconventional creep curves and isochronous stress-strain curvesfor extensions that occur from the first second the load is applied.The short-time creep properties of annealed N-155 are shown inFigure 45. A family of curves showing creep at 2000'F is ,ivenfor stress levels of 4000, 5000, O000 and 7000 psi. Note that theshort-time creep curves are concave upwards rather than downwardas is common for curves obtained from ordinary long-time creeptests. A family of isochronous stress-strain curves for annealedN-155 is shown in Figure 46. These curves illustrate the effectof stress as a function of plastic creep strain for constant timesfrom I to 900 sec at 2100'F.

Isochronous stress-strain curves are a recent innovation inpresenting test data. For a short-time application, these curvesare far easier to analyze and interpret than conventional creepcurves. For example, compare Figures 45 and 46 in a hypotheticalanalysis. Suppose 1% plastic creep strain is the maximum growththat can be tolerated and the missile can be subjected to differenttrajectories of different times from 30 to 120 sec. From anexamination of the isochronous stress-strain curve for the critical

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0 208 Cold worked 20%%

81 0 4 086 26166 MIO20

Cold4 E wored ofCl or0%o t gn

so

04

0

0-Utiat strengthngt

20 0001 In/in/sec

"' 20001 in/in/sec

1 0o 1200 1400 1600 1800 2000Temperature T

Fig. 44 Effect of Strain Rate on AnnealedHaynes N155

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2-4

je 7000psi6000

c~ 1-6 -4000

04-

.2

.2CL

0 ep 00O

0 semp 200'

.430

2 U,6

0 0.6 1.2 I.S 24 3.0Plastic Creep Strain

Fig. 46 Isochronous Stress Versus PlasticStrain for Haynes Annealed N155 Alloy

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plastic creep strain, it is readily seen which stress levelscorrespond to the missile's trajectories. In conventional creepcurves, it is more difficult to determine the required stresslevels.

Significance of Short-Time Tests. Missile components forshort-time operation at elevated temperatures must have a sensitivebalance between tensile and creep properties to accurately deter-mine the limiting material-strength allowables. For example indesigning with N 155 to yield stress for the 0.001 in. per in.per sec strain rate, 6,000 psi would result in a sustained loadfailure in less than 4 min of operation, and 2% creep elongationwould occur in 1/2 min. Many missiles are loaded at.rates consider-ably beyond 0.0001 in. per in. per sec. If the yield strengthvalue for the 0.01 in. per in. per sec. strain rate was used fordesign, failure would occur after considerably less than a minuteof sustained load operation. It is this detailed knowledge of thevery short-time propertis tnat will result in a reliable structureof minimum weight. Lack of such knowledge for short-time servicestructures will result in either premature failure or excessiveweight.

The large reduction in the stress-rupture life of specimens(of the above cited superalloys) exposed to corrosive elements atelevated temperatures has been the subject of investigation. Ithas been found that at 900'F and below, the stress-corrosionmechanism of failure does not appear to be active, but at 2000OFand above a significant attack'of the N 155 takes place at stresslevels above 4000 psi.

Promising Alloys Suitable for Wire and Strip

The following sets of curves compare and demonstrate some ofthe physical properties of a few of the more promising super alloysin wire and strip form.

(a) Tophet "A" is an alloy of 80% nickel and 20% chromiumand is essentially iron free. It is recommended for temperaturesup to 2100*F (1149°C) and is supplied in bar, rod, wire, ribbonand strip or insulated wire form.

(b) Evanohm is an alloy with a nominal composition of

74.50% Ni, 20% chromium, 2.75% aluminum and 2.75% copper. Evanohmpossesses a high tensile strength in fine sizes, a high resistanceto corrosion and is non-magnetic. While-4t was initially developed

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for electrical applications, it has excellent mechanical properties.

(c) Cobenium is a heat treatable, high cobalt alloy. It wasdeveloped by the Wilbur B. Driver Co. of Newark,, New Jersey,following research to develop an alloy that would be as good as orbetter than spring steel, particularly be highly corrosion resistant.It is completely corrosion resistant to atmospheric conditions andtests have si own tnat it is more resistant to corrosion thanstainless steels. Cobenium generally speaking, has no notch sensi-tivity and as a sp.ing material has proven to have considerablyhigher resistance to set and fatigue than carbonspring steel. Itwill reportedly, at elevated temperatures, retain its elasticproperties to- a much greater degree and to somewhat higher temper-atures than 18/8 stainless sLeel. Cobenium is a heat treatablealloy readily formed and blanked in the cold work condition. Itresponds to a simple thermal treatment. The hardening temperaturesrange from ':00 to 1150'F, with time at temperature varying withthe temperature used. The nature of the alloy is such that it willnot respond to heat treatment from the solution annealed state.It must have some degree of cold work in order to be hardened tohigher values than the already high cold worked properties. Natu-rally a greater amount of cold work within its limit, will producea correspondingly greater response. For maximum mechanical andspring properties, it has been found that a cold reduction in areaof 85% for strip, particularly in the thinner gauges has been mostsatisfactory. Wire with a cold reduction in area of 48% has provenbest.

A. Chemical CompositionCobalt 40% Manganese 2%Chromium 20% Beryllium .04%Nickel 15% Carbon .15%Molybdenum 7% Iron Bal.

B. Mechanical Properties as Heat Treated (Room Temperature)Ultimate Strength 360,000 psiYield Strength 280,000 psiProportional Limit 233,000 psiModulus of Elasticity 29,500,000 psiShear Modulus (Torsion) 11,000,000 psiRockwell Hardness C-55-60

Physical PropertiesDensity .300 lbs/cu.in.Specific Gravity 8.3

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Coefficient of Linear Expansion 12.7 x 10"6 Per °C (0-500C)Thermoelasticity -39.6 x 10-5 Per °C (O-50°C)

Mechanical properties are shown in the following figures 47 to 57.

Super Alloys - Conclusions

The super alloys represent materials readily usable up to1900*F, and for short time applications up to 20000F. However,except for alloys such as Cobenium or Tophet, specifically developedfor use in wire-drawn forms, all are rather difficult to form intosheet, strip or wire. The very strengthening mechanisms that causethem to be useful at elevated temperature (solid solution hardening,particle dispersion, etc) cause them to be troublesome to fabri-cate. For the present they are not attractive for single applica-tion to be made of thin sheet or wire.

NOTE

The material in the introductory section on super alloysis excerpted almost in full from the ARDC Technical Symposiumon Materials Research, Development and Application held inDallas, Texas 9-10 July 1958 -- Talk given by C.B. Hartley.

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46Hard 50,400

Sof t

42-

38-

34- COBENIUM

30-

EVANOHM

026-00 TOPH. A

S22-U)

0E 18

14-

10-

6

2[1500 1600 1700 ISO^- 1900 2000 2100

Temperature OF

Figure 47. Short Time Elevated Temperature Teasile Test.

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44

40*HARD OBNU

36

32

28-

L4 - SOFT COBENIUM

.,c20-

* EVANOHM

16-

12

8

4

0 I

1500 1600 1700 1800 1900 2000 2100Temperature *F

Figure 48. Short Time Elevated Temperature Tensile Test.

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50

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SHHNI A.T NI NOIIVYO13 %

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A.UIIsv1 do sfllflOW

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WADD TR 60-327 87

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01 91NO X01OK0'I %

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> N W4

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REFERENCES - Super Alloys

1. Smithells, C.J. Metals Reference Book, 1955, Vol. 1.

2. Hastelloy Booklet. Haynes Stellite Company, September, 1951.

3. Hastelloy Alloy R-253 Booklet. Haynes Stellite Company,July, 1956.

4. Hastelloy Alloy X Booklet. Haynes Stellite Company, April1955.

5. Engineering Properties of Inconel and Inconel X. TechnicalBulletin T-7, International Nickel Company, June, 1953.

6. Ward, E.D., W.G. Tallis, Tension and Torsion Tests or NimonicAlloys at High Temperatures, American Society for TestingMaterials Preprint No. 94-e, 1955, 11 pp.

7. The Nimonic Alloys, 4th ed. Henry Wiggen and Co., Ltd.,September, 1956.

8. Haynes Alloys for High Temperature Service. Haynes StelliteCompany, 1950.

9. Vacuum Melted Metals and Alloys. Carboloy Department, GeneralElectric Company, Technical Bulletin VMI01, July, 1955.

10. Metals Handbook, Cleveland: American Society for Metals, 1948.

11. Steels for Elevated Temperature Service. Third Printing, U.S.Steel Company, 1952.

12. Super Alloys Booklet, 5M-54R, Universal Cyclops Steel Corp.

13. Thermal Shock Testing. American Society for Testing Materials-American Society for Metallurgical Engineers Joint Committee,Allegheny Ludlum Research Laboratories, 1956.

14. Hunter, Thomas, Bobrowsky. Thermal Shock Investigation.University of Michigan, Wright Air Development Center, TR54-206, September, 1954.

15. Sutton, C.R., D.O. Leeser. Radiation Damage to Structural Ma-terlals. An Arbor, Michigan: American Institute of ChemicalEngineers Paper, June 21, 1954.

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REFERENCES (Contd.)

16. De Corso, S.M., R.L. Coit, Measurement of Total Emissivitiesof Gas Turbine Combustor Materials, American Society forMechanical Engineers Paper No. 54-SA-26, 1954.

17. Morrison, J.D., J.R. Kattus, Tensile Properties of Aircraft,Structural Metals at Various Rates of Loading After RapidHeating. Wright Air Development Center TR 55-199 Part 2,November, 1956.

18. Simmons, W.F., H.C. Cross. Report on the Elevated Temper-ature Properties of Selected Super Strength Alloys. AmericanSociety for Testing Materials-American Society for MechanicalEngineers Joint Committee, Special Technical PublicationNo. 160, August, 1954.

19. Heimeri, Kurg, Inge. Tensile Properties of Inconel and RS-120 Titanium Alloy Sheet Under Rapid Heating and ConstantTemperature Conditions. National Advisory Committee forAeronautics TN 3731, July 1956.

20. Autographic Stress-Strain Testing of Haynes Sheet Alloys.

Haynes Stellite Company, December 1, 1954.

21. Wilde, R.F., N.J. Grant, Dynamic Elastic Modulus Valves atElevated Temperatures for Nicikel Base, Aluminum Base andMetal Oxide Alloys. Massachusetts Institute of Technology,1956.

22. Yerkovich, Guarnieri, Compression-Creep Properties of SeveralMetallic and Cermet Materials at High Temperatures. AmericanSociety for Testing Materials Preprint, 1956.

23. Yerkovich, L.A. Private Communication, Cornell AeronauticalLaboratory, January 1957.

24. Franks, Russell. The High Temperature N-153 and N-155 Alloys.Electro Metallurgical Company, 1948.

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A. METALS (Continued)

4. Summary Comparison of High Temperature Metals and Alloys

As can be seen from the reading the previous discussion, manyfactors enter into the suitability of an alloy or metal for usein parachute drag devices. The material must be formAble; it musthave good strength to weight ratio; it must be reasonable in cost;it cannot oxidize too rapidly and must be suitable for fabricationinto thin sheet or wire. It must not have excessive toxicity.

Among the light metals, aluminum and magnesium alloys havealready been eliminated because of their very low range of temper-ature service, comparatively speaking. Titanium alloys are gener-ally not useable above 1000*F. Beryllium is a very promisingmetal but, as noted, has many problems related to cost, fabrication,brittleness and toxicity. It will not be available in suitableform for many years. Thus for the range of 1000'F to 1500°F, thelight metals may beeliminated.

The super alloys are, in principle, excellent for use in dragdevices in the range of 1000°F to 15000 F. In fact, the largemajority of super alloys in use today are suitable for temperaturesup to 1900'F and perhaps 2000°F. However, all of these alloyshave been developed for use in comparatively heavy sections, suchas turbine buckets and veins. They are either cast or forged forsuch applications. In sheet form, many metallurgical problemsare encountered in the super alloys, particularly in joiningapplications. Indeed, the very hardening mechanisms which serveto make super alloys so excellent at elevated temperatures, preventfabrication at room temperature into sheet and wire. The onlysuper alloys which are exceptions to these statements are thosesuch as Cobenium and Tophet which were developed specifically forelectrical wire applications. They can be drawn into very finewires. Cobenium demonstrates 22,000 psi yield strength and75,000 psi ultimate strength at 1500°F. The various varietiesof stainless steel such as 301 stainless and 316 stainless, both ofthp 18/8 variety, can also be readily fabricated.

The refractory met;s, nickel, molybdenum, cobalt, columbium,tantalum and rhenium have excellent elevated temperature propertieswhen &ept in an inert atmospnere or in vacuum. However, all ofthem readily oxidize in the normal atmosphere at elevated temper-ature. In fact their oxidation characteristics are so catastrophic,that it would be impossible to use them in fine sections at 1500°F.

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Thus, their greatest potential lies in usages where strength isnecessary at extreme temperatures and where these metals can beprotected from oxidation.

The most effective way of comparing the various refractorymetals, super alloys and light alloys of interest, is to plottheir mechanical properties on a strength, weight or ratio basis.This has been done in a series of figures following. Most of thedata in these figures has been adapted by replotting data to befound in WADC reports: TR57-649 Part 1, TR55-199 Part 2 and Part3, TR58-440 Part 1. Figure 58 shows that on a strength weightbasis for 500 second rupture tests, pure nickel is superior tocopper, iron, tantalum and graphite but inferior to molybdenum.At 1500'F, the 500 second rupture strength to weight ratio isapproximately 49,000. Figure 59 gives the 10 second rupturestrength to weight ratio. The relationship among the metals isthe same, and the value for nickel is roughly 65,000. Figure 60shows the 0.2% offset yield strength to weight ratio for a seriesof metals up to 1200'F at two different strain rates. In general,17/7 precipitation hardening stainless steel is as good or betterthan 41/30 ferritic steel, either heat treated or normalized, orstellite 25 which is a refractory alloy. Figure 61 shows the 0.2%offset yield strength to weight ratio at two different strainrates up to 2800'F for Inconel X and stellite. Inconel X has ayield strength to weight value of approximately 206,000 at 1500'F.Figure 62 is the 0.2% offset yield strength to weight ratio for301 fully hardened stainless and A11O titanium alloy, as well asan aluminum alloy. For the fully hardened material at the strainrate of 1.0 inches per second at 1500°F, the material is almostas strong as Inconel X at the lowest strain rate. Figures 63and 64 give similar information for ferritic alloys, titanium anda precipitation hardening stainless steel AM350 up to 1200'F.None of these alloys are particularly outstanding. Figure 65presents 0.2% offset yield strength-to-weight ratio figures forAl10 titanium alloy Inconel X, 17/7 PH-A stainless steel, as wellas rscrystallized tungsten. It snows that on a strength weightbasis, as temperatures approach 1200'F, recrystallized tungstenis inferior to Inconel X. Figure 66 is a presentation of similardata for 301 fully hardened stainless steel, for titanium 140alloy and for 301 stainless steel in a half hardened condition.It is seen that as the temperature approaches 1200*F, 301 fullyhardened stainless is superior to the other alloys.

Figure 67 presents ultimate tensile strength to weight ratiofor AIIO titanium alloy, Inconel X, super alloy Stellite 25. It is

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250

200

SNi Mo0

0

150

Fe

b.

CL I00

CCu

50-

0 1000 2000 3000 4000 5000 600

Temperature *FFigure 58 Effect of temperature on 500-sec rupture strength

of various test materials in different types oftests in argon atmosphere (adapted from WADC TR57-649 Pt I).

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250%

200

8Ni MO

0

\Fe

C0

100

C-

cc

9

5 0

0

Temperature OFFigure 59 Effect of temperature on 10-sec rupture strength

of various test materials in different types ofte~sts in argon atmosphere (adapted from WADC TR57-649 Pt I).

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700 -.

0; 50

40

21 30

*0

-1 0

0CM

0 02

TemPef~tu' "109 1-eodHaigTm

Fig~e 6 Lifect~ of Temlperature After the~l 0.eatifgTe

angur 60 Esecond Hjoldi nig Time On the Rang~ff e

aied 1s00ength of Several Test M~etals Over a Rag

of Strain Rates from 000 tOlOj./n/c

(adapted from VADC TR 554199

pt 2).

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60 --

Nominal Strain Rates

- Q00005 InL/hI/ec.

500 -- LjO IL/InL/sec.

C!

000

o'r 400___

S 300Cb

*0

0

100

t l i e 2

00 400 800 1200 1600 2000 2400 20

Temperature "FFigure 61 Effect of temperature, after 10-sec heating

time and 1800-sec holding time, on the 0.2%-offset yield strength of test metals over arange of strain rates from 0.00005 to 1.0in./in./sec. (adapted from WADC TR 55-199Pt III).

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600

Nominal Strain Rates

-0.00005 in./in./sec.

500-- LO ln./in./sec.

0

40

C 300

cn

0

202-T 200-A

01

10040 So 10 W 20 40 20

Temperature OFFigure 62 Effect of temperature, after 10-sec heating

time and 1800-sec holding time, on the 0.2%-offset yield strength of test metals over arange of strain rates from 0.00005 to 1.0in./in./sec. (adapted from WADC TR 55-199Pt III).

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1200Nominal Strain Rate

100 -0.00005 in/in]

9 0 0p e r e s - 6

700

60

AM35

50

4 00

0

1, 00

0

0 200 400 600 Soo 1000 1200Temperature OF

Figure 63 Effect of temperature, after 10-sec heating time and1800-sec holding time, on the ultimate tensile strengthof test metals over a range of strain rates from 0.00005to 1.0 in./in./sec. (adapted from WADC TR 58-440 Pt 1).

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1200

Nominal Strain Rate

1100

000

900___ _

0

700

-% 600

500 ____

*a

E

300

200

00 200 400 600 800 1000 1200

Temperature OF*Figure 64 Effect of temperature, after 10-sec heating time and

1800-sec holding time, on the ultimate tensile strengthof test metals over a range of strain rates from 0.00005to 1.0 in./in./sec. (adapted from WADC TR 58-440 Pt I:

WADD TR 60-327 100

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900Nominal Strain Rote

80Soo___________ - 0.00005 In/I/sec.

- -1.0 ln/In./sec.

700 10AT

600

*s500

CI400

,- 300 noeX

0 Static Propertieso 200 17_______

CU

100

00 200 400 600 800 1000 1200

Temperature *FFigure 65 Effect of Temperature After 10-Second Heating Time

and 1800-Second Holding Tim on the 0.27.-ffsetYield Strength of Several Test Metals Over a Rangeof Strain Rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 55-199 Pt 2).

WADD TR 60-327 101

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900T

I Nominal Strain Rote

800 -0.0005in./in./sec.

-1.0 in./in./sec.

o 700-0

0T-10

600-

400

4-

6 200

100

00 200 400 600 S00 1000 1200

Temperature *FFigure 66 Effect of Temperature After 10-Second Heating Time

and 1800-Second Holding Time on the 0.2Z-OffsetYield Strength of Several Test M~etals Over a Rangeof Strain Rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 55-199 Pt 2).

WADD TR 60-327 102

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Soo-

Nominal Strain Rates

700 -0.00005 In.In./Sec.

--- LO In./n./sec.

600

C! AIO- AT

§ 500

4010

Stellite -25 Icnl

C

20

1 00 0 -e.

0~ 2000 20 6 00 40 20

Temperature OFFigure 67 Effect of temperature, after 10-sec heating

time and 1800-sec holding time, on the ulti-mate tensile strength of test metals over arange of strain rates from 0.00005 to 1.0 in./in./sec. (adapted from WADC TR 55-199 Pt III).

WADD TR 60-327 103

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seen that at 1500°F, Inconel X is as good as or superior to tie

otner two materials. Figure 68 is a similar curve for 301 fully

hardened stainless steel, as well as an aluminum alloy. Compar-

ison of this curve with Figure 67, shows that the stainless

steel 301 fully hardened is as good as Inconel X at low strain

rates. Figure 69 presents ultimate strength to weighet ratio data

for precipitation hardening stainless steel, several ferritic

steels and Stellite 25 up to 1200'F, as do Figures 70 and ,l..

Figure 72 is very interesting, being an ultimate strengtii toweighiL r:i o comparison up to 1200'F of a titanium alloy, fullyihardened stainless steel, Inconel X and uirecrystallized tungsten.The titanium stainless and Inconel are aLl vastly superior o, a

stren-ti to weight ratio comparison to unrecrystallized tungsten.The fully nardeneci stainless seems to be nearty as good as the

Inconel. Other metals are similarly compared in Figure 73.

if the foregoin,, are summarLzed, tihe following may be said.For a strengtm-.weight ratio of a 140,000 psi or better for the0.2% offset yield at t500°F, one must use Inconel X, 301 fullyhardened stainless steel or A1i0 titanium alloy at high stressrates. For an ultimate strengtn to weigpit ratio of 300,000 orbetter at 1500°F, Inconel X or 301 fully hlardened stainless must

be used. It is apparent, tnerefore, Liat ttoc staintless steels as

a class are very attractive for use in crag cevices. The materialis readily available, it is readiiy ftYcatc anu metallurgicallyiL is weLl undersLood, hoLi by Lije slippliers and tie users. Thereis, tinforLun.,tely, no data available on 3Lo stainless steel whichis a special ciL temperature variety cuninln'; molybdenum.

However, it ,evi.s that it is reasonable to ma.e the oeneral state-ment that the stainless steels as a class of material loo,,extremely promising and that further exper.;.mentation ought to becarriec out, bot.] on 301 fully iiardeneG stainless and on 3].0stainless steel containnig molybdenum.

WADD TR 60-327 104

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800-o

Nominal Strain Rates

700 ___ - 0.00005 In/in/sec.

-- 1.0 In./n./uec.

§ 600__

50

.

500

204-T

100

(000 0 o 120 1602020 20

T=meate*Fiue6 feto eprtratr1Se etn

tim 30080schodn ie o h limaetniesrnt fts easoerag fsranrtsfrm00-5 o10i.in/e.(dpeSrmWACT 519P I)

WADT 0-2 0

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700

1 Nominal Strain Rate

17 7 H-TH105-0.00005 I/sSc.

600 - 10I~tsc

0

-500

40

C

3 00

C

100___ _

S 0

00 200 400 600 800 1000 1200

Temperature *FFigure 69 Effect of Temperature After 10-Second Heating Time

and 1800-Second Holding Time on the Ultimate TensileStrength of Several Test Metals Over a Range ofStrain Rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 55-199 Pt 2).

WADD TR 60-327 o

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900

800

C700 _

2 600__ __

500 *N

400

300

A01c4 200o Nominal Strain Rates

100 OL.005 IrL/ InJ/sec.

-1.0 In.Iin./sec.

00 200 400 600 800 1000 1200

Temperature, OFFigure 70 Effect of temperature, after 10-sec heating tlime

and 1800-sec holding time, on the 0.27.-offsetyield strength of-test metals over a range ofstrain rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 58-440 Pt 1).

WADD TR 60-3 27 1 -7

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900

700

600

.

S 500

.

S 300

0

ge 200N~ Nominal Strain Rates

0.00005 ift/ini/sec. ____ ________

- - 1.0 in /int/sec.

00 200 400 600 800 1000 1200Temperature, *F

Figure 71 Effect of temperature, after 10-sec heating timeand 1800-sec holding time, on the 0.2%-offsetyield strength of test metals over a range ofstrain rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 58-440 Pt 1).

WADD TR 60-327

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1000 Nonl Strain Rote

900 - ____ ____ ___- 0005in./In./sec.

wo - N 1.0 in./In./sec.

Ci Ti- 140A

§ 700_______ __

0

4-F

600.

50

6) 400

15 00

0

0 2000 60So10010

Temperature *FFigure 72 Effect of Temperature After 10-Sec Heating Time and

1800-Sec Holding Time on the Ultimate TensileStrength of Several Test Metals Over a Range ofStrain Rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 55-199 Pt 2).

WADD TR 60-327 109

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1000 Nominal Strain Rate

900 -0.00005 in/In/sec.

-- 1.0 ln./in./sec.80 _ _ _ __ _ _ _ _ __ _ _ _ _ _ _

C

§700

600

2z

47 500 4C

* 400

C

.? 300

E4-71II-

200

0

Temperature *FFigure 73 Effect of Temperature After 10-Sec Heating Tim and

1800-Sec Holding Time on the Ultimate TensileStrength of Several Test Metals Over a Range ofStrain Rates from 0.00005 to 1.0 in./in./sec.(adapted from WADC TR 55-199 Pt 2).

WADD mR 60-327 110

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A. METALS (Continued)

5. Protective Coatings*

Normal tendency would be to choose a coating metal on thebasis of its oxidation resistance and bulk properties derived inmetallurgical studies. Such studies show which metals could notprovide the protection desired, but would only indicate thosewhicn might be heat tolerant as coatings. The properties of ametal vary according to the method of applying it as a coatingand according to the physical and mechanical state of the basicmetal to be coated. The effects are particularly seen in thebehavior of a coating during its first cycles of heating andcooling.

Also, the properties of the composite structure, bulk-basicmetal different-metal-surface, will depend on the formation of adi ffusion alloy zone and on the properties of such an alloy zonebetween the coating 3nd the basic metal.

The word coating usually implies an intimate or "skin tight"covering applied after a part or structure is in its final bulkform. On the basis of properties at very high temperature,methods of application, and properties of their alloys, the metalsin Table 6 have received the most attention as coatings. Thetemperature to be reached in service, the time at temperature,and the size and complexity of the part will indicate which ofthe metals is a coating prospect and waich of the processes shouldbe used for applying the coating. The following factors determinewneCer the coating will provide the desired heat tolerance:

OxLcation (and/or corrosion) resistance.

Thermal stabilityCjcffi.cient of ther!,ial expansion relative to that of the

basis mtql.

iProp2nsity for diffusion alloying witn the basis metal atthe interface.

Properties of suci a diffusion alloy zone relative to theperfornan-c needs.

*This section is based almost entirely on excerpts from Faust,

C.L., Protective Metallic Coatings, Chapter 5 in Metals for Super-sonic Aircraft and Missiles, A.S.M., 1958.

JA)I., TR od-327 111

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,-,,J(o;-,0N Ll-'ISTANT COATINGS FOR ELEVATED TEMPTER<ATURES

,Mohs for Temperature ofCoa .in.j Appli:ation oaie! oxi c'ation***

0 ,O F

\luinun* hJoL dl.pping 500 to 1100 935 to 2000;m 0"C MetKal sprayin

Aluicinim paint,plus he2aL 6f1.ifuse

Vap.)z plattv.Y

Elctrop].atv 1100 to 1700 2000 to 3100mp 13.)0', Vapor placing

C,)ijal . Electroplat,1ng 800 to 1100 1470 to 2000

rnp 149 3 ;'loctroless platin,;Vapor platingSprayi ng

Gold Zlectroplatingmp 1063°C

Iron i'lectroplating 500 to 800 935 to 1470mp 153)°C V:ipor plating

Spraying

Nickel Electroplating 1.100 to 1400 2000 to 2550mp 1455 0C Electroless plating

Vapor plating

Metal spraying

Niobium Vapor plating 500 to 800 935 to 1470mp 2415'C

Platinum Electroplating Above 1700 Above 3100mp 1773°C Vapor plating

Rhenium Electroplating 500 to 800 935 to 1470mp 3170'C Vapor plating

Rhodium Electroplating Above 1700 Above 3100mp 1966*C Vapor plating

Silicon Vapor plating 1100 to 1400 2000 to 2550mp 1430*C

WADD TR 60-327 112

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TAELE 6 (Cont.)

Coatino, Methods for Temperature ofApplication Rapid oxidation***

°C OF

Tantalum Vapor plating 500 to 800 935 to 1470mp 3000'C

Titanium Vapor plating 1100 to 1400 2000 to 2250mp 1820'C Electroplate,

fused salt

Tungsten Vapor plating 800 to 1100 1470 to 1830mp 3410°C Electroplating,

alloys

Vanadium Vapor plating 800 to 1100 1470 to 1830mp 1735°C

Zirconium Vapor plating 1100 to 1400 2000 to 2550mp 1830'C

Chromium- Electroplating, Up to 1150 Up to 2100nickel plus diffusionalloy** Vapor plating

Chromium- Vapor platingaluminum Electroplating,allov** plus diffusion

Chromium- Vapor plating Up to 1150 Up to 2100aluminum- Electroplating,nickel plus diffusionalloy**

Gold- Electroplating, Up to 1800chromium plus diffusionalloy**

*Aluminum as such usually fails by erosion rather than

oxidation. However, by alloying as to form an aluminum-iron com-pound by diffusion into an iron basis metal, the resulting coatingcan resist oxidation up to 2110'F for a short time, as demonstratedby its use as a coating on V-2 rockets. **The temperature limitsare estimates. ***See references 2.

WADD TR 60-327 113

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Melting point of the coating and of the diffusion alloy zone.

Methods of Applying Coatings

As shown in Table 6, several methods are available for

applying coatings. Chemical reduction (electroless plating),electroplating, metal spray, and vacuum vaporizing do not subject

the basis metal to high temperatures. The coatings are applied

at near ambient atmospheric temperatures and undergo the firstheating effects while reaching service temperature for the initialrun. Electrodeposited coatings will differ in behavior somewhatfrom those of the same metal by spraying, and both types willdiffer from coatings applied by hot dipping and by vapor plating.

Within the general ranges of procedure for electroplatinm,

variations in plating bath type and compositi.on contribute tolarge differences in stress, crystal structure, grain size,

inclusions, and freedom from pores in the plate, and contribute

to differences in stability at high temperature.

Hot dipping usually subjects the basis metal to a temperature

slightly above the melting temperature of the coating metal; forexample, 1220OF (660'C) for aluminum. Vapor plating can be done

at a comparatively low temperature using organometallic volatile

compounds of some metals, but it may range to as high as 2650'F(1400*C) for vapor plating with the halide of a highly refractorymetal. Hot dip coatings always have a diffusion alloy layerbetween the basic metal and the coating. Coatings vapor plated at

a high temperature will either have such an alloy zone or heentirely a surface alloy of the basic metal and the coating metal

(or element, in the case of nitrides, carbides, borides, and

silicides).

Commercial processes have been developed for applying nickelcoatings up to 0.005 in. or more in thickness by electrolessplating (chemical reduction). The coatings contain 5 to 8%phosphorous. Coatings of cobalt and cobalt-nickel alloy and of

chromium have been applied by simj.lar processes. Only the nickel

processes is at the stage for large-scale application (3).

Methods of electroplating with the metals, as named in Table 6are in large-scale use and have been well developed (4), (5) for

aqueous electrolytes. Fused-salt electrolytes for electroplating

WADD TR 60-327 114

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with molybdenum, zirconium, and titanium, are not at the com-mercial stage of development. Electrodeposited coatings forprotection against oxidation are 0.002 to 0.005 in. thick orthicker.

Aluminum is the only metal of heat tolerance interest thatis applied by hot dipping. Coating thicknesses are usuallyabout 0.001 in. but may go up to 0.005 in. with an alloy zoneinterface from 0.0002 to 0.002 in. thick.

Metal spraying, or painting on aluminum powder, usuallyapplies coatings that are porous and require reworking to achieveoptimum properties. This requirement cannot be met in filamenttreatment. Further such techniques tend to alter significanltythe desirable filament properties.

Coatings by vapor plating can be applied usually from a fewmillionths of an inch to 0.1 in. in thickness. (2) The averagecoating is in the range of 0.001 to 0.010 in. thick. The tem-perature of the basic metal determines whether a dense non-porous coating, a coarsely crystalline structure, or adherenceor nonadherence is produced.

Vacuum evaporation applies such thin coatings and is so slowas to probably be of little importance now. However, the coatingthickness of less than 0.00001 in. may be enough where diffusionalloying produces the protective coating. Furthermore theproblems of obtaining continuous uniform coatings on fine fila-ments are numerous.

Oxidation Resistance. The principal reason for using protect-ive coatings is to provide resistance to reaction with oxygen,nitrogen, and other constituents of air or other aerodynamic at-mospheres. The response will be somewhat independent of themethod of coating, but special situations exist.

The oxidation resistance of a number of electrodepositedmetals in air is shown in Table 7 (6). The section, "PossibleElectroplates" in Table 7, refers to good prospects. Gold andplatinum coatings, of course, can be applied by electro-deposition.Nickel-chromium-aluminum alloy coatings also should be attainableby electrodepositing multi-layer coatings of the individual metalsand diffusion alloying. The required heating subjects the basismetal to the same treatment that may be limiting as to which basicmetals can be so coated.

WADD TR 60-327 115

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The initial rate of oxidation can differ for stressed andunstressed surface metal. Experimental results show that oxidein an electroplate can increase the oxidation rate at very hightemperatures (6).

According to data in Table 7 chromium-iron alloy plate (7)oxidized somewhat slower than nickel and chromium in air at 1800°F,whereas, these three plates oxidized much slower than the cobalt-tungsten. The nature of the scales were different (6). Suchdifferences in scale brittleness and spalling tendency will becritical in coatings applied to fine filaments.

Vapor-plating studies have shown the oxidation resistance ofa number of the metals in Table 6 (2). Chromium is superficiallyoxidized at about 2720'F (1500°C). The alloy surface, resultingfrom chromizing iron by a vapor-plating process or from diffusionat high temperatures, resists oxidation up to 1640*F (900°C).Aluminum in the coating increases the temperature limit to 1820to 1910°F (1000 to 1050°C). Chromium absorbs hydrogen andnitrogen which harden it and decrease its ductility, a limitingcondicion for filament coating.

Molybdenum is rapidly oxidized in air at 1110°F (6000C), avolatile oxide being formed. Carbon is absorbed co form carbidethat hardens and embrittles the molybdenum, which, however, isnot affected by hydrogen and nitrogen. Thus, for very hightemperatures in air, molybdenum is not a prospect for a protec-tive coating but is itself in need of a protective coating.

Platinum is not attacked in air up to the melting point norby single acids. Iridium forms a volatile oxide above 1280*F(700'C) and rhodium superficially oxides at about 1460°F (8000 C).The rhodium oxide decomposes at about 2190'F (12000 C). None ofthese coatings appear to hold promise for filament application.

Rhenium an extremely refractory metal, caa be applied byvapor plating the basic metal which is heated to 1820 to 2190OF(1000 to 12000C). Resistance to oxidizing gas is about the sameas that of tungsten (2). Rhenium is not affected by hydrogenor nitrogen at high temperatures and is unique in not forminga carbide at high temperatures. This coating, with furtherdevelopment, has possibilities in filament applications.

Tungsten oxidizes rapidly at red heat in air and acquires aporous oxide coating. Hydrogen and nitrogen are not absorbed in

WADD TR 60-327 116

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T,31, : 7 -- OXIDAION RATES OFW:T O TFOPLATES USEFUL AShEAT TOLEILM7T Ct1, I': AIR

Oxication Rat : at 1800'F,

" per Sq Cm per HrTotal Exposure

Electroplate 10 14r 50 Hr 10OHr

,omi .1,,0.7** No data 0.28.IhroiuL:-'6 iron 0.6 No data 0.20Chromir,i-18Z iron 0.6 No a ata 0.26

-o'alt 7.2* No dati No data

(obalc-27X tungsten 5.8 No cata 2.8Nickel I. *** No data 0.32Nickel-20Z chromLum**** 0.35 0.12 0.10

Possible EL'-ectroplates

Gold None None NoneNicicel-18/, ciiromium-2%

aluminum No data 0.01 No dataNichel- 1o 0 chromium-44

aluminuml No data 0.02 No dataPlatinu***** No data 0.01 No data

*"Tlie Fabrication and Evaluation of Thin Clad Sheetings onMolybdenum," by 14.H. LaChance and R.I. Jaffee, Transactions,

American Society for Metals, Preprint No. 43, 1955.

**Gives rate as 2.9 mg per sq cm per hr for commercial chromium

plate. Above reference.

***Shows wrought A nickel oxidation rate in air as 1.3 mg per

sq cm per hr. Above reference.

****Cast, wrought and annealed chromium-20% nickel alloy

oxidized at 0.06 mg per sq cm per hr during a 10 hr period. Abovereference.

*****"High-Temperature Corrosion of Noble Metals and Their

Alloys," by E.M. Wise, Corrosion Handbook, 1948, p. 699.

WADD TR 60-327 117

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appreciable amounts, but carbon is to produce a hard metal.Tungsten does not appear to hold promise as a filament coating.

Titanium coatings oxidize only superficially at temperaturesup to 1640*F (900*C), but oxygen is absorbed at temperaturesabove 1290°F (700°C) resulting in hardening and embrittling ofthe coating, a serious disqualifying feature for filament andtextile application.

The material to be vapor plated with vanadium is heated to1820 to 2190°F (1000 to 12000C). Vanadium coating does notimprove corrosion resistance of steel so much as chromizing. Forvapor plating with chromium, the basic metal is at a temperatureof 1640 to 2650°F (900 to 1400°C) depending on the method used.If satisfactory filament base metals were available to stand thesetemperatures the parachute problem would be relatively simplified.

Niobium and tantalum may be vapor plated by hydrogen reduc-tion of the respective chlorides at a basic metal composition of1100 to 2650°F (600 to 1400*C). To avoid porosity, coatingthickness is in the range of 0.0005 to 0.025 in. Such coatingthicknesses are generally excessive for fine filament applications.Some oxygen and carbon can be removed from a basic metal duringcoating, so a hard, brittle interface may be formed if the basemetal contains these elements. Superficial oxidation of thecoating in air occurs below 750°F (4000C). This oxide is protec-tive up to about 1470°F (800°C) where it become3 porous and nolonger protective in the filament application considered here.Nitrogen is taken up at higher temperatures. Tantalum-nickelalloy is tough and corrosion resistant. Hence, a flash coatingof nickel (probably by electroplating) on steel is helpfulbefore vapor plating with tantalum.

Coatings of nitrides and carbides can be applied by vaporplating (2). The refractory nature of high-melting nitrides canbe of full use only in nonoxidizing atmospheres of nitrogen.Titanium, zirconium, and hafnium carbides are stable in air at930 to 1470-F (500 to 800*C), whereas molybdenum and tungstencarbides are oxidized. With nitrogen, the degree of attack isin the reverse order.

WADD TR 60-327 118

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Coatings of borides applied by vapor plating have extreme

hardness and some resist oxidation up to 1830 to 2470'F (1200to 13000 C), although superficial oxidation may occur at lowertemperatures (2). Such hardness works against satisfactoryfilament flexibility. Zirconium boride is fairly oxidationresistant at temperatures up to 2650'F (1400'C) and titanium

boride up to 2730'F (1500'C), although a thick oxide film forms.

Refractory silicide coatings by vapor plating have prospectsfor protection against oxidation in air at temperatures up totheir melting points: 1830 to 3630*F (1000 to 2000 0 C). Theoxidation products contain the nonvolatile, refractory oxide,silica (2). This silica coating is unusually protective. Forvapor plating with silicon, the basic material is heated to 1400to 2190 0F (770 Lo 1200%C). Siliconized iron is of interest foroxidation resistance at moderateiy high temperatures, althoughvarious factors may cause mechanical damage which limit itsapplication in filament forms.

Siliconized molybdenum filaments heated in air at 30900F(1700'C) had life exceeding 1000 hr, whereas uncoated molybdenumfailed in seconds. Maximum resistance resulted when the coatinghad the composition MoSi 2 . Failure at higher temperature occuredbecause of silicon diffusion into the molybdemum. By moc.ifica-tion in alloy coating, oxidation resistance above 3600'F (2000'C)can be secured. Silicide coatings of titanium, zirconium, niobium,tantalum, and tungsten show good resistance to oxidation up to1830 to 2020*F (1000 to 1100'C), but not such good resistanceas molybdenum disilicide.

Surface Metallurgy The interfacial zone between the basicmetal and its protective coating can be responsible for the successor failure of the composite item. Adherence of coatings is, ofcourse, important under the conditions of service. Also, thebond strength is a property that encompasses more than adherenceand has much more significance for coated materials at high temper-atures than at ambient atmospheric conditions.

The interfacial zone has three parts:

1. The outermost surface of the basic metal viewed as a"skin," the significant thickness of which may be froma few angstroms to as much as 0.010 in.;

WADD TR 60-327 119

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2. The first layer of the coating which may involvethickness of a few angstroms to as much as 0.002 in.,and

3. The alloy formed by diffusion of coating and basio metalwhich alloy layer can be from a few angstroms to 0.02in. or more in thickness.

This three-part, interfacial zone and the metallic coatingcomprise a subject which can be classified as "surface metallurgy".

The contribution of Item 1 to over-all performance is inti-mately tied in with the history of the basis metal and the kindof operations on its surface (8, 9, 10, 11, 12). Item 2 isconsidered distinct from the coating proper, because the struc-ture and properties of the initial layers of coating can differsignificantly because of interacting effects of influence of thebasia metal surface and ot properties solely related to the methodof applying the coating.

Item 3, diffusion alloy information, will provide the com-positions expected according to the phase diagram for the metalsinvolved in the basis metal and coating, but as modified by sucheffects as time, temperature, and nature of the basic metalsurface and of the properties of the coating. The quantitativestatus of each of the three items will vary somewhat as to needpreparation for coating and as to performance in service. Yet,the general effects give guidance for choosing protective coatings,show the areas needing correct technology and excellent workman-ship, and give a basis for troubleshooting the causes for poorperformance, regardless of the kind of composite system and ofmethod for coating.

Surface Preparation Prior to actual application of aprotective coating, the basic metal surface must be cleaned.Three types of cleanliness are involved. Each affects theintegrity of a coating, its adherence, and the bond strength(strength of the intermediate zone).

Physical and Chemical Cleanliness The importance of thesetwo conditions has long been recognized. Consequently, techniquesare well known for removal of oils, greases, and other soils notrelated to the basio metal so as to provide physical cleanliness.Likewise, pickling, chemical dipping, and blasting methods arewell established for removing oxides, scale, and salts that arerelated to the basic metal so as to make it chemically clean.

WADD TR 60-327 120

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Mechanical Cleanliness. Too little has been said and doneabout this important surface condition relative to mechanicalproperties and to influence on coatings. When mechanical operationsare performed on the basic metal the surface is distorted, strained,torn, and smeared. It is important in formation of metal filamentsthat maximum effort be made to provide uniform surface profiledevoid of longitudinal or cross sectional irregularities.

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REFERENCES - Protective Coating

1. Niciel Topics, 9 (1956).

2. Powell, C., I.E. Campbell B.W. Gonser, Vapor Plating, JohnWiley; and Sons, Inc., 1955.

3. Gutzeit, G., R.W. Landon, "A Large Scale Electroless NickelCustom Plating Shop," Plating, 413 (Dec., 1954) 1416.

4. Gray, Allan, Editor. Modern Electroplating. New York: JohnWiley and Sons, Inc., 1953.

5. Graham, A.K., Editor, Electroplating Engineering Handbook.New York: Reinhold Publishing Corp., 1955.

6. Safranek, W.H., G.R. Schaer. "Properties of Electrodepositsat Elevated Temperatures," in Proceedings of the AmericanElectroplaters' Society, i5o, Vol. 43, p. 105.

7. U.S. Patent 2,693,444. Snavely, C.A., C.L. Faust, J.R. Bride.Battelle Development Corp. Nov. 2, 1954.

8. Faust, C.L. "Smoothing by Electropolishing and ChemicalPolishing," in Proceedings of the American Electroplaters'Society, 1950, Vol. 37, p. 137-150.

9. Safranek, W.H., G.R. Schaer. "Electropolishing," in Proceed-ings of the American Electroplaters'Society, 1956, Vol. 43,Chapter lID.

10. Faust, C.L., J.G. Beach. "Plating on Unusual Metals," Plating,43 (1956), 1135-1142.

11. Schickner, W.G., J.G. Beach, C.L. Faust, "Plating on Zirco-nium," in Journal of the Electrochemical Society, 100 (1953),289. U.S. Patent 2,711,389 on June 21, 1955.

12. Stear, A.T. Journal of the Electrodepositors' TechnicalSociety, Birmingham Symposium, Oct. 4, 1949.

13. The Characteristics and Uses of Aluminum Coatings on Ti*taniumand Titanium Alloys. Titanium Metallurgy Laboratory at

Battelle Memorial Institute, Oct. 12, 1956.

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REFERENCES (Contd.)

14. Maringer, R.E. Investigation of the Mutual Diffusion ofVarious Elements and Molybdenum. Final Report, ContractNo. AS 53-022-c from Battelle Memorial Institute, March15, 1954, to Dept. if the Navy, Bureau of Aeronautics.

15. Byron, E.S., V.E. Lambert. "Diffusion of Cobalt inMolybdenum," in Journal of the Electrochemical Society,102 (1955), 38.

16. Moeller, R.W., W.A. Snell. "Diffused Cadmium as a CorrosionPreventative Plate for Jet Engine Parts," Plating, 423 (Dec.,1955), 1537-1540.

17. Taylor, A.D. "The Plating Step in Clad Steel Manufacture,"Plating, 363 (March 1949) 239-245.

18. Mechanical Topics. The International Nickel Co. 1956, Vol.17,No. 2.

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B. NONMETALS

Inorganic nonmetallic fibers have been in use since the

days of the Greeks and Romans when the asbestos wick was ignitedas an offering to their gods. Asbestos is available in naturein its fibrous form and the natural product requires only physicaltreatment to develop a usable fibrous character. Glass on theother hand has been in use for many centuries and is today oneof the most common materials found in the home, office, and intransportation vehicles. But in its fibrous form, glass is arelatively new material. Before 1939 the production of glassin the United States was valued at less than $4,000,000 while itsuse has risen to $200,000,000 in 1955. With the demand for hightemperature fibers imposed by space requirement, industry hasbeen plunged into feverish activity in gathering together inform-ation on inorganic fibrous materials and in developing techniquesfor preparing and drawing both old and new materials into fibrousforms. Temperature demands which exceed the capacity of normalLypes of soda-lime-silica glasses have led to the developmentrecently of a number of important fibrous refractory materialscapable of maintaining their original properties at temperaturesas high as 2000'F for a prolonged exposure or even up to 3000'Ffor short periods. These fibers include quartz fibers, vitreoussilica fibers and ceramic fibers. This section will brieflydiscuss the properties of the natural asbestos products togetherwith some recent developments i conventional glasses and finallythe refractory fibers.

1. Asbestos

Asbestos, a familiar fiber, is being studied more closelynow as a result of the competetive pressure from the new syntheticinorganic fibers. A major portion of the current research onasbestos is carried out at the Asbestos Institute and most ofthe information which follows is derived from the work ofDr. M.C. Shaw at that Institute as reported by Caroselli (1).Asbestos, a natural product, is available in several varieties.But 95% of the total world production of natural mineral fibersis of the chrysotile type of asbestos because of its superiorityin textile processing and its good heat resistance. The averagestrength of such fibers runs about 72,000 pounds per square inch.Chrysotile is a hydrated silicate of magnesium and maintains itsstructure up to about 15000 F. At this point it converts intonon-fibrous crystalline structure, olivine. At 750*F a markeddegradation of fiber quality is noted due to the permanent loss

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of some water of crystallization. Between 750'F and about1300*F more of this water crystallization is lost with accompanyingloss in strength as shown in Figure 74. Thus it becomes obviousthat the effect of prolonged exposure of asbestos to heat is areduction of tensile strength to a significantly low level. Allthis takes place below 1300'F

The question of the possible use of asbestos as a hightemperature fiber in parachute applications can be answered onlywhen it is determined whether such a fiber can be suitably coatedand thermally protected so as to prevent loss of moisture athigher temperatures. Judging from the fact that the fiber isnot available in continuous filament form but must be spun ofstaple fibers which show room-temperature tensile strengths inthe order of less than 100,000 pounds, it may be expected thatthe over-all efficiency of a textile structure made of asbestoswill be unsuitable on a strength to weight ratio. It is likelythat other inorganic fibers which are under current developmentwill provide a more suitable solution to the parachute problem.Working with a natural fiber which shows as high variability asdoes asbestos, one may also expect a considerable variatio, inperformance based upon the fiber grade selected and the methodof fabrication. Caroselli (1) shows some of Shaw's data whichillustrate how fabrics graded by the industry according to theamount of organic fiber blended with the asbestos for ease inprocessing, cause a wide variation in the percent strengthretention at selected temperatures. The Asbestos Institutepoints out that it can be assumed that asbestos cloths composedof finer cut yarns will exhibit high strength retention charac-teristics. For as a rule, the finer cut yarns contain greateramount of high grade, or long fiber and this factor contributesto greater initial and subsequent retention of tensile strength(2,3).

2. Glass

Numerous glass fiber compositions are used in industry todaybut as Carroll-Porczynski (4) points out, glass fibers in generalmay be divided into two main groups. The soda-lime-silica groupsand the soda-lime-borosilicate glasses. The principal differencebetween these is the fact that the borosilicate type is alkalifree hence more resistant to water and weathering. Water tendsto leach the soda out of the body of the soda-lime-silicateglass thus reducing its fiber strength significantly. Fivedifferent types of glasses have been adopted to meet various

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700

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requirements of industry. Fiber E, a lime-alumina-borosilicateglass is used for electrical applications and is a soda-lime-silica type of glass of relatively coarse fiber diameter. FiberT a general purpose borosilica type of glass fiber is producedin a bat form and serves as a thermal insulation. Fiber N ismade in form of a superfine wool utilized by the armed services.Fiber C has high resistance to acid and alkalis having beendeveloped for applications such as filter cloth and anode bags.

As a result of the dynamic growth of the glass fiberindustry, the technology of spinning and preparing the glassfibers in bat form or in continuous filament form for moreconventional textile applications has advanced at a phenomenalrate.

Considerable work has been done on the mechanical propertiesof type E glass fiber at high temperatures. The tensile strengthof E glass fiber decreases from 475,000 psi at room-temperatureto 175,000 psi at 1200'F, as pictured in Figure 75. At the sametime, Otto points out, pre-heating of fibers causes a compactionand contraction in fiber length and a densification, accompaniedby an increase in Youngs modulus. Such compaction or tighteningof the glass structure provides increased high temperaturestrength after heat treatment as'shown in Figure 76. The treatedglass fiber was held at 932°F for less than an hour. A typicalpicture of the conversion of fiber strength into fabric strengthis pictured in Figure 77 which shows the strength and temperaturefor glass and asbestos fabrics. All four fabrics are 10 milthickness tapes: the first a 100% continuous filament glass tape,the second a tape woven of spun glasa yarn, the third a combinationglass-asbestos tape, and finally an all asbestos tape. In eachcase the tapes have been exposed to heat from room-temperatureto a 1000°F for an hour prior to testing at 700F. Caroselli(l)points out the superiority of a continuous filament type fabricover the staple types which are so dependent on inter fiberfriction and are thus handicapped in terms of internal abrasion.

A modification in glass production has been reported inGreat Britain by the British Refrasile Company and in the UnitedStates by theH.I.Thompson Fiber Glass Company in Los Angeles.This modified glass fiber has chemical composition similar to thatof vitreous silica. In its production, normal types of glasses,in forms of bats or cloth, are leached with acids (other thanhydrofluoric or phosphoric acids) so as to extract all of the oxidesotner than silica. The treatment is carried out at sufficiently

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high temperature for a considerable period of time. The fiberswashed free of acid, are then heated at an elevated temperaturefor the purpose of dehydration. The filers shrink both indiameter and length under this treatment and loose considerablestrength with accompanying development of brittleness. Coatingof the fiber prior to the leaching process with acid resistantwater impervious resin composition minimizes the above effects.This treatment results in a structure of over 96% SiO 2 and insome cases up to 99% SiO. The softening point of these fibersis about 3000°F. The fi~ers have extremely good resistance tothermal shock. On a practical note, it should be recognizedthat structures made of these leached glass fibers do not havethe tenacity characteristics of ordinary glass yarns. Howeverthey are in wide use in high temperature electrical insulationapplications in high temperature reinforced plastics, thermo-couple wires, etc. This type of silica fibers is quite usablefor a prolonged period at 2000'F and considerable work is nowunder way to produce leachable glasses with superior strengthand even higher temperature resistance.

Another approach to making vitreous silica fibers is thatof drawing quartz. Within the last few years productiontechniques for drawing quartz fibers has been improved tremen-dously. The Bjorksten Research Laboratories have been successfulin producing quartz fibers of indefinite length on a continuousproduction basis. Strengths up to bOO,000 psi has been observedwith the average running well over 380,000 psi. Diameters runfrom 10 microns to 40 microns and the fibers show considerablestrength up to a 1000°Z.

General Electric has also been active in the field ofproducing quartz fibers and at present is selling the product ona commercial basis. Monsanto likewise has produced a smalltubular fiber of quartz, 3 mils in diameter. It is claimed thatthis tube is completely flexible and can be knotted with highertensile strength than steel, while retaining resistance to hightemperature (1).

The General Electric product is aaid to have yarn strengthat room temperature averaging over 100,000 psi with very lowelongation, amounting to about 3% at maximum stress. In tensiletests at elevated temperatures, the General Electric Companyreports that with increasing temperature the strength of quartzyarn decreases. At 1800.F the strength of 200 filament quartzyarns is down to about 15,000 psi. Of course, conventional typeE-glass fiber has no strength above 1300*F. The company points

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out that quartz like other types of vitreous silica tends to

devitrify when held for extended periods of time above theannealing point temperature. such devitrification causes mecha-nical failure with the devitrification rate depending on temp-erature and surface conditions. The density of the amorphoussilica is reported as 2.2 g/c.c.

Numerous other companies are experimenting with quartzfibers and we may anticipate comparable improvement in thetechnology of drawing, preparing the fibers, and fabricatingthem in textile form. In fact, textile cloths made of quartzyarns are available from a number of sources in the United Statesat present. Applications of quartz fibers in high temperatureparachutes, faces difficulties similar to that of the use of otherglass like materials with low extension at rupture, that is theproblem of forming the yarn into a suitable fabric and finallythe difficulty of stress transfer across points of stress concen-tration in the parachute. It may be expected that materials oftnis sort will likewise have extremely poor flex and abrasionresistance and thus necessitate special coating techniques toavoid early breakdown of the structure before it has had time L)perform its aerodynamic function.

3. Ceramic Fibers

This group is in effect a third group of refractory fibers,the first being the quartz type, the second being the leachedglass type leading to a vitreous silica. The third type hasits derivation from fiberizing fused natural minerals of analumina-silica composition, as for example kaolin, bauxite, kyanite,fireclays, etc. The refractory performance of these fibrousmaterials is of course imparted by the relatively high ratio ofalumina to silica (4).

Refractory glass compositions in fibrous forms have beenobtained by melting and fiberizing mixures of alumina and silicacontaining a small amount of borax glass: 50 parts by weight ofwhite alumina ore and 50 parts of weight of flint, are combinedwith about 1.5 parts by weight of borax glass (sodium-borate).The mixed composition is fused in a special arc furnace until abatch of molten materials results. The material is then pouredfrom the furnace and the falling stream is impacted at rightangles with a stream of compressed air. The molten materialsis dissipated in the form of fibrous glass. Fiber manufacturedin this fashion has been produced by the Carborundum Companyand is called Fiberfrax. It is reported that this ceramic type

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fiber does not loose its resillience at temperatures as highas 23000 F.

More recently word has been repoited by the CarborundumCompany (6) in which the melting and £Lring of refractory glasscompositions is described. It is reported that continuousceramic fibers have been drawn successfully in a dry inertatmosphere glovebox permitting the use of refractory metalsgraphite and boron nitride as crucible and heater materials, andpreventing the absorption of moisture by the filaments. It isreported that several refractory glasses have been successfullydrawn in continuous filaments with tensile values of 138,000psi at room-temperature together with values up to 132,000 psiat 15000F. While these results are far from representative ofa commercial product they nevertheless point to the possibilityof developing baria-alumina-silica, calcia-alumina-silica, andmagnesia-alumina-silica systems in continuous filament formssuitable for application to extremely high cemperature textiles.The next problem which remains of course is to take these highstrength, low extension materials and combined them throughconventional or unconventional textile processing to form aflexible resillient non-porous textile like sheet.

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REFERENCES - Nonmetal Fibers

1. Caroselli, R.F., High Temperature Characteristics of InorganicFibers, Conference cr& Radiation and High Temperature Behaviorof Textiles, New YcL Academy of Sciences (1958).

2. Shaw, M.C., The Asbestos Content of Asbestos Textiles. NewJersey Ceramic Research Station, Rutgers University (1950).

3. Handbook of the Asbestos Textile Institute (1953).

4. Carroll-Porczynski, C.Z., Inorganic Fibers, Academic Press,New York 1958.

5. Otto, W.H., Mechanical Properties of E-glass Fibers atElevated Temperatures, Reports to Bureau of AeronauticsU.S.N., 1957 and 1958, Contract No. 58-841-c.

6. Lambertson, W.A., Aiken, D.B., and Girard, E.H., ContinuousFilament Ceramic Fibers, WADD TR 60-244, June 1960.

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III. FABRICATION

A. INTRODUCTORY REMARKS

Throughout the history of human venture in flight, theparachute has been the principal device for aerodynamic retarda-tion. This key position of the parachute as an air brake hasnot been altered with man's experimental probing into space norwith emergence of the problem of re-entry into the earth atmos-phere.

Parachutes may be made of thin, sheet-like materials suchas film, or sheet metal, or conventional textile fabrics.Practical experiences in parachute operation at altitudes wellwithin the earth's atmosphere have shown the advartages of usingconventional textile structures consisting of organic fibrousmaterials. The early candidate material for parachute applicationwas the silk fiber. With the replacement of silk by nylon at thebeginning of World War II, the path was opened for investigationof numerous other fibers to be used as substitutes for theunusually strong and tough nylon material. While cotton andrayon fibers had been used quite extensively for other thanpersonnel chutes, nylon remained the principal fiber for the highefficiency drag-to-mass ratio realizable in a parachute structure.

In more recent year, the temperature dependence of nylon'smechanical properties has led to the investigation of other fibersas potential candidates for textile parachute materials (1-5, 9-11).In particular, considerable experimentation has been conductedon Dacron materials (1,10) and in fact some specifications havebeen established for Dacron parachutes which allow about 50°F.higher operating temperatures than was possible with the nylonparachutes. But nylon still prevails as the principal fibersource for parachute materials.

In considering the properties of inorganic materials studiedfor high temperature application one concludes that the mechanicalbehavior of those materials which have appeared to-date to havepromising high temperature characteristics, still leaves a greatdeal to be desired in the fabrication of high strength flexiblesheet structures suitable for use in parachute systems. It islikely that the first promising candidate material for high tem-perature parachute application will be some form of drawn metallicwire. Or if an inorganic non metallic substance is developed, itis likely that its mechanical behavior will be closer to that of

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a metallic material than to the viscoelastic behavior of conven-tional low temperature, high polymer materials. The problem infabrication becomes a two fold one in dealing with such materials:

1. Fabrication of the material into a thin sheetor a fibrous form, and

2. Fabrication of the sheet or fiber into morecomplex structural elements of the parachute.

We will concern ourselves here with fabrication from thefiber form into the textile structure which can then be formedinto the parachute element. In discussing the individual materialsin the previous chapters, we have indicated what success has beendeveloped to-date in fabricating the materials into sheet andwire form. It now remains to cover the final element of chuteformation by considering the structure and mechanics of textiledesigning as it relates to materials with radically differentmechanical properties than are normally encounted in the textileindustry.

For a suitablu parachute material low porosity will undoub-tedly be an important requirement and, as has been pointed out,the order of 1% porosity will be desirable. The material shouldhave high strength to weight ratio at the high temperatures ofusage. It should have high impact strength. It should demon-strate high translational efficiency of the stress straincharacteristics of the fiber into stress strain behavior of thefabric. This means that individual fiber behavior must berealizable to a high degree in yarn and fabric. The fabricstructure must be highly flexible. It should have minimum bulkso as to permit packaging in a small volume. Obviously minimumthickness together with maximum flexibility are essentials forminimum packaging bulk. All of these characteristics havebeen realizable in organic polymer fiber parachute material.The only missing characteristic, of course, has been that ofhigh temperature resistance.

If materials can be drawn into fine wire form suitable forweaving into parachute cloths, it may be expected that thedifference between the mechanical behavior of the high temperaturefiber candidate and the conventional low temperature organicpolymer fibers will be such as to cause considerable variation inthe cloth characteristics deemed desirable for parachute application.It is to be expected that difficulties will be encountered in

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reaching the desired levels of porosity, strength to weight ratio,impact strength, strength translational efficiency, flexibility,and compactness. Conventional methods of controlling the levelsof each of these characteristics in the manufacture of conventionaltextile fibers will undoubtedly fall short of the requirementswhen fibers of modified mechanical properties are used. But inorder to manipulate the design of the textile structure so as toaccomodate in so far as possible the much stiffer, stronger, andmore dense high temperature material, it will be necessary tohave a full understanding of the governing variables and mechanismswhich dictate porosity, impact strength, translational strengthefficiency, flexibility, and compactness. The relationshipsbetween fabric design variables and the desired characteristicsof parachute materials will be discussed in the following sections.

B. LOW POROSITY

The Textile Laboratory at WADD has sponsor3d research onthe air permeability of parachute cloth for a number of years.Reports by Lavier ( 1,22), Goglia (20) and Brown (19) out-line the early work in this f4.eld and concentrate on studyingthe laws of flow of air througa woven structures. Later reportsby Klein et. al. (6, 7) and Seshadri et. al. (8) spend consid-erable time in discussion and analysis of the structural designof a textile fabric as it relates to air permeability. Notehere that "air permeability" refers to the flow of air througha textile structure under a given pressure drop across thefabric, while porosity conveys the concept of relative openspace in the projection of the fabric on a plane. The papersby Backer (17) and Perry (15) are devoted exclusively to theeffects of geometry on air permeability. Penner (13) also treatsthe matter of structural geometry of the pore as it relates tofabric permeability. By far the most extensive aerodynamictreatment of the problem is that reported by Hoerner (14). Morerecent studies in this area have been reported in the generalmechanical literature by Tong (16) and Green (24). In practi-cally all cases air permeability of the textile cloth is afunction of its structural porosity and we accordingly use theterms interchangeably.

The conclusions of these various researches relative to theimportant factors which control air permeability of a textilestructure are essentially as follows.

The greater the projected area of warp and filling yarns

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(taken independently) in a square inch of fabric, the less willbe the air permeability of that structure. Where fabrics arefairly open, say in the order of 20% relative projected open area,the permeability of the woven structure will depend to a greatextent on both the projected yarn area and the method of inter-lacing of the fabrics. Where the number of interlacingsis highthe yarn content at the center plane of the fabric will also belarge and a lower permeability will result, than in the case ofthe fabric which has the same projected warp and filling yarnareas, but with a lesser number of intersections. As the 'projected'porosity of the fabric becomes less and less the tendency of theair permeability to decrease with the number of alternations ofwarp and filling yarns from face to back of the fabric, continues -

provided that in each instance the comparison is made in terms offabrics which have the same projected warp and filling yarn area.However, when fabrics structures with very low porosities areattempted, it has been shown that the number of yarn alternationspresent in each square inch of fabric will seriously influencethe quantity of yarns which may be packed into a unit area. Inother words, if one takes the simplest weave, a plain weave witheach warp yarn alternating from face to back of the fabric oneach successive pick, the minimum number of yans may be woven ascompared to other structures such as twill or satin weaves. Inthe case of the twill the warp yarn remains on the face or backof the fabric for more than one cross yarn and thus the numberof alternations in each square inch may be drastically reduced.In the satin this tendency is carried still further with perhapsonly two alternations of a yarn taking place in five to, say,nine cross-overs of the other set of yarns.

Clearly there is a limiting number of yarns which may bewoven for any given pattern and for any given set of yarns. Theproblem of predicting the maximum weavable structure was treatedby Peirce (34) who laid the foundation for the first mathematicaltreatment of woven fabric structure in its most general context.Later, Love (27) extended Peirce's treatment and provided graphicalrelationships for plain, twill, and satin weave with a viej topredicting the maximum textures of various weaves in terms oftheir yarn 'cover factors' and the ratio of yarn diameters. Coverfactors were defined by Peirce as being proportional to the ratiobetween the diameter of a yarn and its spacing within the clothstructure. Love showed that as the weave factor (defined as theratio of the number of threads per repeat of weave to the numberof interlacings per repeat of weave) was increased, the maximumtextures (yarns per inch) and cover factors weavable also were

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increased. For example the maximum cover factor in the plain weavewas shown. to be 28 while in the three harness weave possessingthe weave factor 1.5 the maximum cover factor was 30.2. In thefour harness weave with a weave factor of 2.0, the maximum coverfactor was 31.4 and in the case of the five harness weave with aweave factor of 2.5 the maximum cover factor was 32.2. Itshouldbe recognized that with cover factors exceeding 28 the yarns musteither be overlapping one another or in crowding each other underlong floats of the opposite system of yarns they compact one againstanother.

All this structural control is, of course, desirable as ameans of reducing fabric porosity. There is however, a limit towhich it can be carried, for if one employs weave factors in excessof 2.5 (where float lengths exceed 4 cross yarns) the fabric struc-ture becomes loose and the yarn float may be easily distorted undertensile or sheer stresses within the fabric or under normal pressuresresulting from the air flow. The practical proof of the conceptof maximum textures as related to weave factors is brought out byDickson (28) who recites practical loom experience on weavabilitylimits and shows considerable agreement with Love's predictions.

Textile fabrics are composed of yarns which in turn are madeup of individual fine filaieats or fibers. The yarns are usuallytwisted together in order to assist in processing of the materialor to modify properties of the structure. Where the individualfilaments are continuous in length, twist is not essential tocreate the normal pressures and frictional transfer of longitudinalstresses from one fiber to another, thus in effect, providing thestrength necessary for processing of the material and using it inthe final structure. Some twist is usually put into yarns madeof individual continuous filaments to prevent breaking of individualfibers by rubbing actions or snagging at the surface of the yarn.A slight twist of a to 1 or 2 turns per inch is usually suf-ficient to furnish the yarn body necessary for efficient processing.If twist in continuous filamentous yarn is increased to higherlevels the yarn assumes a hardened structure which maintains itsintegrity to a higher degree in the woven structure.

The effect of twist in yarns on parachute fabrics has beenstudied extensively under WADC sponsorship by Chu et. al. (32).He arrived at over five general conclusions concerning the effectof twist on yarn in parachute fabric as follows:

1. "The flow of air through the open areas of a fabricobeys the general rules of fluid mechanics namely:flow at any given pressure differential varies with

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the amount of open area; and the rate of flow atvarying pressure differentials follows the square rootof the pressure differentials with suitable modifyingconstants to allow for those changes in the open areawhich occur when the fabric is subjected to biaxialextension exerted by the air pressure."

2. "The free area available for air flow varies as afunction of fabric and yarn geometry. The ellipticityof the yarn cross section is functional with the yarntwist; flatter the yarn, the less is the open spacebetween adjacent yarns. Hence for a given texture thefree area varies inversely with the yarn width.

3. "The open areas change when the fabric under testis subjected to increased pressure differentials. Theyarn systems in the fabric structure, when so stressed,result in biaxial extensions which widen the spacebetween the yarns. The rate at which the open areasvary with pressure differential may be determined bystudying the fabrics'biaxial stress-strain behavior.At the present writing only limited studies have beenmade."

4. "The magnitude of open areas in any fabric may becalculated from the yarn width determined microsco-pically and the fabric texturc. However, a moreprecise method has been developed by measuring lightpenetrability through the use of a Beckman Spectro-photometer."

5. "In general the following trends have been shown tobe evident: with the increase of yarn twist

Fabric thickness IncreasedDenier of yarn removed from fabric IncreasedHorizontal yarn diameter DecreasedVertical yarn diameter IncreasedFree area: area between yarns IncreasedLight penetrability IncreasedAir permeability IncreasedFreedom of yarn slippage IncreasedYarn tensile strength IncreasedYarn elongation IncreasedEnergy to rupture yarn Increased

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Strip tensile strength No visible changeFabric elongation No visible changeSecondary creep IncreasedTear strength DecreasedTear energy Decreased

It would be interesting to have data on the fabrics studiedby Chu relating bending rigidity and weavability of the parachutefabric to the twist in the yarns. Increased twists obviouslyimproved the cross sectional integrity of the individual yarn, thusreducin3 its flattening tendency. This flattening is observedto contribute significantly to the reduction in porosity for agiven fabric texture (yarns/inch). However, an increased twistfrequently reduces the bending rigidity of the yarn as shownby Platt et. al. (29). Although Love (27) did not consider theeffect of bending rigidity upon the weavability of fabricsstructure it is clear that in order to accomodate two ortho-gonal sets of yarns at the same central fabric plane, a gooddeal of yarn bending takes place in the weaving process. It isquite possible that an increase in yarn twist may reduce theflattening factor in individual yarns and thus increase thefabric porosity for a given texture. HoiTever, the same increaseof twist may increase the flexibility of the yarn zo such anextent as to allow for higher practical weaving limits. Itshould be clear that the effect of twist is not a univalued effectas it relates to porosity in conventional textile structures. Itsinfluence in structures woven of wire or other high modulusmaterial will have to be investigated to permit exploitation ofthis variable in achieving minimum parachute fabric porosity.

This discussion of the effect of yarn twist on parachutefabric properties would not be complete without emphasis on theeffect of twist relative to mechanical behavior of the fabric. Wenote the increase in textile strength reported by Chu et. al. (32)as twist went up, but also we note the reduction in tear strengthof the fabric with a higher twist. These accompanying twisteffects will be discussed in the following sections, but for thetime we would like to consider the additional effects of twiston the porosity of woven structures. Here we refer to theinteraction between the twist direction in a woven structureand the weave pattern, or weave geometry. It has been observedby Backer et. al. (30) that the path of a yarn in a wovenstructure does not consist of simple vertical oscillations of theyarn in a plane perpendicular to the fabric, in the so-calledcrimp plane. Rather there is a movement of the yarn laterallywithin the plane of the weave. This lateral movement accompaniedby the vertical movement of the yarn as it progresses along thefabric may affect the local geometry in the yarn and therefore

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its local mechanical properties. It likewise may affect poresize and shape in the fabric structure. Thus in some fabrics itmay be observed that some pores are larger than others even thoughthe fabric has beer woven with equal spacing between yarns and withyarns of uniform size. Such systematic inequalities between poreshave been shown to result from systematic shifting of the yarnas it progresses through the fabric so that all upper right handand lower left hand pores may be large while the opposite numberpores may be small due to rotation of local segments of the yarnin the plane of the fabric, (See Seshadri, et. al., 8). Thistype of shifting which takes place in a fabric with a symmetricweave (that is, where the weave is symmetric to the left andright of a given yarn) may be attributed to the torsional in-stability of the yarn and its tendency to buckle in a directionmatching that of the direction of its original twist (30).Usually such segmental rotation and local buckling occurs infabrics which are of open structure and constructed of yarnswith fairly high twist. The concept of local buckling is carriedto an extreme in the very high twist open structure cotton fabricswhich are used as elastic bandages without rubber.

Frequently torsional buckling of the yarn in a fabricstructure is motivated by non-symmetric lateral pressures of thefabric weave. This would be typical of the influence on yarngeometry of a twill or satin weave, such as may be used to acquiremaximum cover factors during weaving (27) (30). One might reasonthat the lateral buckling of the yarn in a fabric structure willnot only influence the pore sizes, but also influence the localtwist of the yarns which have buckled, as it has been shown theeffect on pore size and shape is real (8), whereas the effectof local loosening of yarn twist during lateral buckling onfabric permeability is obscure (30).

One must conclude that techniques for obtaining low per-meability in textile structures cannot be overlooked in thepreparation of high modulus fibrous materials. The likelyincrease in yarn stiffness of such materials will undoubtedlynecessitate the use of looser weaves, that is structures withhigher weave factors. High effective cover factors in suchstructures can then be achieved through use of overriding andlateral crowding of one set of yarns, preferably the warp set.

One should not exclude the possibility of introducing(through a calendaring operation after weaving) a highly stableorganic film or fiber covering which will effectively block

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the remaining pores centrally located within the fabric structure.A hot nitrogen treated orlon has been mentioned as possessingthermalstability at Bunsen burner temperatures (33). A materialof this sort could also be coated on the individual metal fila-ment before weaving and subsequently calendared and heat treated,as a means of providing pore blockage and minimum porosiy for thewoven structure. Existence of such a film or pore blockingwithin the fabric structure would undoubtedly increase its thick-ness and would increase the danger of formation of severe creasesin the cloth during packaging and storage. The effect of fiberproperties and fabric structures on packaging and unfoldingcharacteristics will be considered as a separate item, but itshould be obvious that treatments and designs intended to reduceporosity will in most cases influence adversely the flexibilityand packageability of the high temperature textile structure.This has been shown to be the case in the application of coatingsto textile fabric (38), where the coating serves to block thepore between the yarns and thus reduce crimp interchange and yarnslippage so necessary to accomodate the fabric to application ofstresses at a local point.

C. HIGH STRENGTH TO WEIGHT RATIO

Parachute materials must be capable of withstanding highstresses and at the same time should have minimum weight. It istherefore customary to judge the potentiality of new engineeringmaterials for parachutes in terms of their strength to weightratio. This ratio is determined by dividing the breaking strengthor unit stress at a given offset by the specific weight of thematerial. The dimensions of such a ratio will be length to theplus one power. A similar measure of conventional textile fiberproperties is termed 'tenacity' and is obtained by dividing thebreaking strength (load) by the fiber fineness (denier or grexexpressed in gms/meters). The ratio dimension is likewise lengthto the plus one power. This length unit has the physical signi-ficance of breaking length, that is, the length of material whichwill of its own weight just cause breakage of the yarn or cordunder consideration. The following table furnished by Smith (36)illustrates the relative differences between typical textilematerials and structural steel with regard to tensile stress(in lb/in ) and tenacity (in gms/grex), the equivalent of speci-fic strength or strength/weight ratio for the materials concerned.It is observed that while steel exhibits a higher tensile stressthan most textile fibers, in terms of tenacity or specific

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strength it is one of the lowest. Glass fiber (undoubtedly testedunder a very exacting condition) shows up as having both themaximum tensile stress and the maximum tenacity. There is littleexperience to speak of in the use of glass fabrics for parachuteapplication. The stiffness of glass and that of steel when basedon unit weight are about the same, ranging from 5 to 10 that ofthe specific stiffness of nylon or dacron. This suggests con-siderable difficulty in adapting either glass type or steel typefibers to parachute cloth and parachute applications.

Strength/weight ratio and specific stiffness do not constituteall the important mechanical behavior characteristics of textilefibers. Fibers used in conventional fabrics are viscoelastic,demonstrating three forms of extensibility: 1) that which isrecoverable on an immediate 'elastic' basis, 2) that which isrecoverable after some delay, and 3) that which is consideredas 'permanent set' is recoverable under the conditions of test.These extension components suggest that the textile fiber may beformed into a woven structure and then set so as to reduceinternal stresses in the system. Fibers vary in their recoverycomponents at different levels of extension. The following tableis indicative of the tensile behavior and elongation componentsof a number of filaments tested by Susich et. al. (35). It isnoted that the two fibers which have been used extensively forparachute application, namely nylon and dacron show breakingelongations between 18% and 23% in the form used (methods ofdrawing and heat treatments of these fibers can modify theirmechanical properties to a major degree). Cotton and viscosehave also been used for parachute applications, however, more inconnection with cargo chutes than personnel chutes. They stillwork as suitable textile materials for parachutes with elongationsat break ranging from 5 to 16%. The breaking tenacities of cottonand viscose range from 1.5 to 2.5 while the dacron and nylontexted range from 5 to 6 gms/grex. Silk, the fiber used forparachutes in the past, showed a breaking tenacity of about 4.4and a breaking elongation at 20%.

At 50% of breaking tenacity the conventional silk showed47% of its extension was elastic. Nylon Type 300 had 29% elasticrecovery, Dacron 33%, Viscose 28%, while cotton showed 63%. Itshould be noted that values of breaking tenacity are based uponoriginal linear density or original cross sectional measurementsof the fiber, and are not adjusted for reductions in diameterwhich may occur as a result of the applied stress. In consideringthe metals which may be used in fine filament form it is anticipated

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that their immediate elastic recovery at 50% of breaking tenacity

will be far in excess of any of the values shown for these fibers

which have been used successfully in parachute applications in

the past. On the other hand, total elongation at break will be

far lower in the case of metal fibers than for any of the fiberswhich have been evaluated in this table with the possible exceptionof fiberglas, breaking at about 2.3% extension. The metal fibersas in the case of fiberglas will undoubtedly show up as a muchhigher elastic material with greater rigidity (note the 78% elasticrecovery for fiberglas at 50% of its breaking tenacity).

It is clear that the wide divergence in density from nylonat 1.15 to the high temperature materials considered in thisreport and in particular to metals such as steel at 7.8. Thissuggests that considerable juggling will have to be done in termsof fabric weight, fiber sizes, etc., to permit design of a para-chute with satisfactory strength, satisfactory weight, and satis-factory cover power (leading to acceptable low porosities).

Tensile strength is by no means the principal mechanicalfactor related to the successful deployment of a sheet materialin a parachute. Both breaking tenacity and total elongation atbreak must be accounted for, as it has been suggested by Smithand the product of these two (or one half the product) may beused to approximate the area under the stress-strain curve andthus the toughness or work to rupture of the material. In suchcalculation it is seen that the nylon specimens are, by far,most desirable, while glass which has the highest tenacity ispoor in this respect of toughness. Fortisan on the other hand,which shows a maximum tenacity of 6.7 and a total elongation of5.8 is still far below the nylon. Fortisan however, has foundsome use in parachute application.

These fibers are not discussed with the idea that any of themmay be useful in very high temperature parachute application, withthe possible exception of fiberglas in some of its modified forms.The point to be stressed is that fibers which vary tremendouslyin their mechanical properties have been used in suitable para-chute structures. These fibers likewise vary considerably incross sectional area and shape. The data suggests that the para-chute fabric designer working with high temperature materialspossessing lower extensions and higher tenacity will have a fairnumber of variables which he may manipulate in achieving thedesired structure. The one final point to be made this time isthat when one discusses high strength/weight ratios for thematerials under consideration, these ratios must be determined

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TAhLL 8 - AIR-DRY STRENGTH OF SOME FIBER MATERIALS

Tenacityg Tensile Stress

Material Density per gx psi.

Nylon 1.14 4.0 to 6.3 55,000 to 102,000Silk (boiled-off) 1.35 2.2 to 4.6 42,000 to 88,000Wool 1.32 ii. to 1.5 21,000 to 28,000Acetate rayon 1.32 1.2 to 1.5 22,000 to 28,000Vinyl fibers 1.35 1.8 to 3.6 35,000 to 69,000Hemp 1.49 5.3 to 6.2 112,000 to 132,000Jute 1.49 2.7 to 5.3 57,000 to 112,000Flax 1.50 2.4 to 7.0 50,000 to 150,000Viscose rayon 1.52 1.8 to 4.5 39,000 to 97,000Saponfied acetate

rayon 1.52 4.5 to 6.3 97,000 to 136,000Cotton 1.54 2.0 to 5.0 44,000 to 109,000Vinylidene fibers 1.72 3.6 to 5.4 88,000 to 132,000Glass 2.54 6 to 30 217,000 to 1,100,000Steel (structural) 7.8 0.4 to 1.1 50,000 to 125,000

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at the temperatures which it is expected the parachute material

will encounter, presumably about 1500*F.

D. FACTORS INFLUENCING STRUCTURAL EFFICIENCY OF TEXTILES

The fibrous forms of many substances are observed to haveextremely high tenacities. In some instances technical strengthsapproaching theoretical limits have been obtained in fiber materials.Varying reasons account for this unusual strength. Absence ofmacro and micro cracks are considered to be the reason for thehigh strength of freshly drawn glass filaments. Elimination ofcrystal discontinuities or dislocations explains the high strengthof metal "whiskers". High crystallinity and orientation are attri-butes contributing to high tenacity and high modulus of finelydrawn organic textile fibeis.

The fibrous reinforcement in plant leaf, stem and trunk andeven in animal body tissue is nature's method of forming arelatively soft flexible system endowned with moderately highextensibility and at the same time capable of supporting heavyloads. The inherent slenderness ratio of the fibrous reinforcingelements of such systems provides the structure with a low bendingrigidity despite the fiber modulus of elasticity in tension or inshear. Such flexibility is, of course, increased if the matrixsurrounding the fibers has very low shear rigidity and/or readilypermits relative movement between fibers during bending of thestructure. The ultimate in structural flexibility is achievedwhen the fibers of a structure are not embedded at all, and whenthe coefficient of friction between the fibers is minimized.

The flexibility considered so necessary in textile struc-tures is accompanied, unfortunately, by a considerable loss ofefficiency of translation of the extremely high fiber strengthsinto yarn and fabric strengths. Further, there is a loss infabric strength potential in the fabrication of end items via thesewing process. This inability to translate fiber tenacitiesinto yarn and fabric strength is sometimes due to the inherentweakness of the fiber, to local shear stresses and to lateralnormal pressures - as in the case of glass fibers. But in themain, structural strength inefficiencies of textile systems aredue to the overwhelming strain inhomogeneities forced on theaverage yarn or cloth specimen in daily usage.

The twist or the helix angle of fiber in the yarn determinesthe stress and strain level for each fiber at different yarn strainlevels. The crimp inclination angles at load equilibrium determinethe local stress level ior yarn in a fabric subjected to uniaxial

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tension or biaxial tension. The degree of yarn flattealing like-wise influences the local strains in the yarn crown in thestressed fabric. And in bending of fabrics the local twist, theorientation of warp anc filling anc the mobility of fibers withinthe yarn and fabric structure all ,influence the local strainlevel. Finally, at the joining between fabrics the type of seam,

the stitch length and the mobility of yarns in the joined fabricsinteract to establishi a pattern of local strains.

Where a high degree of strain inhomogeneity is the order ofthe day the stress-strain characteristics of the fibers interactwith the structural geometry of the fiber assemblage to ceterminestrength efficiency of the system. Maximum strength efficiencycan be defined as the case where the fibers working together inthe system give rise to a load bearing capacity equal to the sumof the tensile stren-ths of the individual fibers testedseparately.

The textile structure subjected to a non-homogeneous strainwill fail in a stepwise fashion with the failure initiatingwhere the local strain first exceeds the strain to rupture of thefiber present at the point. The failure may propagate from thisposition leading to early failure of the entire structure. Butit is also possible for other regions of the material to reachbreaking strains before the initial failure in the system pro-pagates catastrophically to a complete rupture.

Knowledge of the strain inhomogeneity can be used as a basisfor calculating the stress distribution in a given structure, aswell as the integrated contribution of this stress to tensileresistance in a given direction. The case of twisted yarns hasbeen treated in this way by Platt (TRJ - 1952) (44); the non-wovenstructure has been studied by Petterson (M.I.T. - unpublished)(41). The experimental confirmations of Platt's and Petterson'sanalyses were restricted to uniaxial strain. However, Petterson'snon-woven fabric analysis affords predictions of general planestress-strain behavior. While Petterson's experiments did notinclude biaxial stress, no doubt experiments can be devised toreproduce more complex stress and strain conditions for the non-woven.

The analytical treatment of yarn and non-woven fabric uniaxialstrength illustrates the importance of fiber stress-strain pro-perties in the realization of high strength efficiencies. Thestress-strain curve which portrays a flat region in the vicinityof rupture assures maximum contribution of fiber strength to fabric

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strength. This follows from the fact that those fibers whichnave not quite been strained to break in the system at the timeof the initiation of rupture (at a single point of the material)will likely be strained up into the flat region of their stress-strain curve and will contribute the major share of their strengthat that moment. If Lheir stress-strain curves lacked the broadflat region at rupture then the presence of strain differentialsin the system would find many fibers contributing but a smallpart of their strength potential at the time of failure initiation.Platt has characterized this flat section of the stress-straincurve in terms of its slope and intercept. Clearly a small slopeand a large intercept are desirable elements for high strengthand strength efficiency in a fibrous structure.

Uniformity in strain to rupture is another extremely importantcharacteristic of the individual fiber in determining its strengthtransfer efficiency. For if certain fibers in a population haveextremely low values of rupture strain, they will fail at an earlystage in a strain field which may in itself be fairly homogeneous.And this failure may lead to successive rapid failures of con-tiguous elements. Actually, the placement of fibers with widelyvarying rupture strains in a relatively uniform strain field issimilar to placement of uniform propertied fibers in a non-homo-geneous field. The parameter which Platt (TRJ - 1950) (40) suggestsas most indicative of the fiber's uniformity contribution tostrength efficiency is the coefficient of variation of fiber elong-ation to rupture. And this coefficient has been used effectivelyin analytical treatment of the uniaxial strength of yarns (TRJ -1952) (44). Of course, other aspects of non-uniformity play animportant part in determining fiber strength contribution. Forexample, the presence of weak spots in the yarn will influence yarnstrength, the effect being a function of gage length (Peirce J.T.I.- 1926) (45). Similarly the uniformity or lack of uniformity ofcross-section will influence the ultimate stress-strain curve ofthe fiber (Kenny and Chaikin J.T.I. 1959) (4b) and that of theyarn (Backer - M.I.T. unpublished) (47).

These studies of the influence of non-uniformity of fiberproperties point the way to numerous other areas of investigationrelated to the question of strength efficiencies in textiles. Forexample, the case of parallel fibers considered Dy Platt can Deextended to the treatment of yarns in loose open fabric. Theweakest link theory of Peirce can be applied to non-wovens(Petterson - M.I.T. unpublished) (41) and to textile componentssubjected to series loading in general. Both approaches areuseful in the case of the stressed seam whicn contains elementsof parallel and of series loading.

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In the treatment of more complex structures one must accountfor the presence of complex stresses. The single yarn in a closewoven fabric can no longer be considered as independent of itsneighbor. If the single yarn varies along its length in cross-section, packing factc', or tensile modulus, it is no longer freeto obey the simple ruVs of series loading, i.e. local strainbeing inversely proportional to local stiffness. For the localstrain in the yarn must be consistent with that in the contiguousyarn as determined by ..he cross thread coupling. The importanceof the coupling is dependent on properties of the cross thread,and in particular on the mobility of yarn in fabric.

Failure in a closely woven fabric is likewise influenced bythe presence of threads laid perpendicular to the principaldirection of tension. If the longitudinal threads are completelyuniform in cross-section and in modulus along their length, thefirst break will occur in the yarn possessing the lowest extension(as tested singly and uniaxially). It is questionable, however,whether the next break will take place in the yarn which has thenext lowest extensibility. For as the first yarn ruptures andseeks to discharge its strainenergy it is prevented from freelydoing so by the cross yarns which pick up part of the tensilecomponent necessary to maintain the extension of the first yarn.This tensile component is transferred (as the cross yarns rotate)to the contiguous longitudinal yarns with the major concentrationof stress located at the area of initial rupture. The ability ofthe contiguous yarn to support the added stress will of coursedetermine whether the break will propagate or whether the systemcan assume additional overall extensions leading to failure of thesecond least extensible longitudinal yarn. The level of stresstransfer from one broken yarn to another is dependent on thecloseness of weave and frictional resistance of the surroundingmatrix, the properties of the cross yarn, and the extensibilityof the contiguous yarn. Clearly if the cross yarn has a lowmodulus and a high rupture strain it can extend sufficiently toaccommodate the withdrawal of the broken yarn and permit itsdischarge of strain energy. On the other hand if the adjacent yarnhas a high modulus and a high breaking strength it can likewiseaccommodate the effects of the nearby failure, this time by should-erin- the extra load necessary to keep the ruptured yarn in itsextended configuration.

In most instances the occurrence of a failure of a single yarnin a woven fabric leads to early rupture of the entire system andthere is little evidence of simultaneous propagation of severalnuclei of rupture. But most observations which lead to this

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statement are for the most part based on "slow test" historiesand little is known of the phenomena of impact failure of woven,knitted, or braided structures. It is true that every rupturephenomenon in a highly extensible, strong, fibrous system occursin extremely short intervals and can be classified as propagatingunder "impact" conditions. But it is equally true that rapidimposition (as contrasted to slow test rates) of the events leadingto the initial rupture will strongly influence the mechanical stateof the fibers and geometric state of the yarn and fabric at thefirst moment of failure. This mechanical state will determine tienature of the rupture propagation in the fabric.

The questions of importance are: "what is the true geometricconfiguration of the fabric at the moment of rupture initiationand what are the factors which influence this configuration."Information on the true geometric configuration of a textile systemcan be obtained from surface photographs and in the case of impacttests these photographs must be taken with high .speed camera orflash lighting equipment. But the vital information which willform a basis for calculating strength efficiencies in advance,cannot be obtained from surface photographs-- any more than thestructural design of a building can be evaluated from an aerialphotograph.

Internal displacements and strains of the fabric componentsmust be measured before an intelligent analysis of stress concentra-tions and overall strength eff~ciency can be undertaken. Clearlythe "internal" view of the structure cannot be obtained except by asectioning process. Sectioning of a fibrous system for microscopicview generally implies an embedment, successful techniques forwhich have been developed many years ago. While the early embeddingmethods have been restricted to unstressed yarns and fabrics, progresshas been made in the last ten years in developing the "stress-em-bedding" process which fills the cited need under static conditionsof loading. But the problem remains to develop a system of instant-aneously freezing the internal configuration of the impact loadedtextile component, and this is not a simple task.

Alternate approaches to the problem of determining structuralconfiguration of textile assemblages could involve simulation ofthe variation in certain factors which are influenced by overallstrain rates. We recognize fiber stress-strain behavior and inter-fiber friction as important factors which influence geometricresponse of a particular fabric structure to a given load. Thefactors vary with strain rate in a known manner. They can be madeto vary in a similar manner with temperature or with surface finish.

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Thus by altering temperature and or surface finish one canapproximate the response of these particular factors at relativelyslow strain rates. A further approximation can be made by fixingthe boundary strains of the sample for a given load then embeddingvia the newly developed "stress-embedding" technique. Sectioningof specimens prepared in this fashion should provide some indi-

S" cation of differences in geometric response Lo be expected inimpact versus static tests, although the breadth of the assump-

Vtions underlying this experimental approach make quantitativepredictions in this area highly suspect..I

The fabricator of a parachute made from a glass-like fiberor from a high temperature metal may consider the above comments(48) on structural efficiency of textiles to be too general fordirect application to his design problems and so a more detailedtreatment of the problem is warranted.

A major item of concern to the designer of a wire parachutefabric is the influence of twist in the yarn upon the structuralefficiency of the woven fabric. The effect of yarn twist on yarnstrength has been studied by textile technologists extensivelyin the last 25 years. At an early stage of these studies it wasobserved that more general relationships between strength andtwist could be obtained if twist were expressed in terms of atwist multiple. The 'twist multiple' is directly related to theoutside helix angle of the twisted structure (also to the productof twist and radius of the yarn) and therefore it is a more basicgeometric quantity than is 'twist', expressed in terms of term/irch. Thus one can find (for a variety of fibers) all sorts ofstrength or tenacity vs. twist multiple curves cited in literature.Truslow's Handbook of Twisting (49) contains a series of theserelationships for most of the conventional fibers used in thetextile industry.

In general strength utilization or strength efficiencycurves vs. twist multiple have a parabolic shape. The form of therelationship is usually as follows. The strength of the twistedstructure is equal to the strength of the untwisted filamentsminus the product of a constant, the square of the twist, and thesquare of the yarn radius. The constant determines the geometriceffect on yarn strength. This constant is directly related tothe stiffness of the fiber at high loads and to the strength ofthe fiber. The higher the fiber strength and the softer itsstress-strain curves at high loads, the less would be the geometriceffect. Truslow cites data from Platt and Taylor showing how

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viscose fibers, glass fibers, Orlon fibers, Dacron fibers, nylonfibers, and acetate rayon behave in single twisted yarns. Ingeneral it is found that the low tenacity, high elongation formof any fiber provide a strength vs. twist curve which has aconsiderable flat portion and which does not fall off to rapid-ly at higher twists. Higher tenacity forms of viscose and ofnylon, for example, show a lower order of strength utilizationand a more rapid drop off in strength with higbr twist (40, 44-49, 50).

One factor not explained by the purely geomEtric studieswhich have treated the relationship between strength and twistis the tendency for yarns to increase somewhat in strength atrelatively low twist as compared to zero twist strength. Thisslight increase in strength can be attributed to the fact thatin the zero twist yarn some fiber paths and fiber lengths (evenin a filament yarn structure) are of different length than theaverage gage length in the test. As a result, those fibers withlonger paths and shorter lengths will be subjected to highertension than those with shorter paths in the original structure.The slight twist added to the yarn structure causes the fibersto migrate back and forth from the center to the outside of theyarn to the extent that excessive fiber length now follows thelonger paths in the yarn structure, while the shorter fiberlengths have the tendency to migrate to the paths of least length,(those with minimum helix angle) at the center of the yarn. Ineffect the low twists of one or two twist multiples reshufflesthe fibers and takes up the slack. As a result, in stressing alow twist filament yarn one is often assured of better distribu-tion of stresses among all fibers of the yarn structure.

Generally speaking the twist of a yarn structure determinesthe hclix angle of the individual fibers in a more or lesssystematic pattern. If the yarn is subjected to a tensionbetween fixed gage lengths, each fiber will react to that tensionin accordance with its position within the yarn. Those fiberswhich have high helix angles will experience a strain equal tothe strain of the gage length yarn times the cosine squared ofthe helix angle. In turn, the stress contributed by a yarn at agiven helix angle is equal to the stress in the fiber developedfrom the fiber strain times the cosine squared of the helix angle.Thus we have a double multiplication involving a cosine and ingeneral the contribution of an initially unstressed fiber to yarnstructural efficiency is related to the forth power of the cosineof its helix angle. This relationship as pointed out can bedisturbed if the fiber in its original geometric configuration

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is not relaxed or has excess length beyond that called for thehelical path corresponding with its helix angle. The procedurefor analyzing the behavior of this structure in a straight con-figuration is outlined by Platt (40) and consists of determininglocal strain for individual fibers, local stresses for thosefibers, and then a contribution LO the stress bearing ability ofthe yarn along the yarn axis. The result is the parabolic formof the strength vs. twist relationship cited above.

The behavior of ply yarns in a strength vs. twist study isnot unlike that of the single yarns. Truslow (49) su66ests thatformulations for ply yarns strength are the same as those forsingle yarns except that the primary helix angle to be used isthat between the outer fibers and the axis of the individual ply.In the usual manufacturing procedure the single's twist directionis reversed in the ply structure and thus a major portion of thesingles yarn twist is removed during plying. If the helix angleof the outside fibers is such that these fibers lie essenLiallyparallel to the axis of the ply yarn, the structure is termed'balanced'. When one measures the 'reduced local helix angle'between the outside fibers of the single yarns and the axis ofthe singles yarn as it lies in the ply, one can then calculatethe potential strength of the singles. This singles strength isthen multiplied by the number of single yarns in the ply structureand by the cosine of the helix angle of the ply to give the totalstrength potential of the ply yarn. Obviously if the local helixangle in the single yarns can be reduced to zero as a result ofthe reverse twisting during the plying operation, the strengthefficiency of a structure should be quite high, limited geometri-cally only by the cosine of the ply helix angle.

E. FLEXIBILITY

Woven structures comprised of conventional textile fibersare unique as sheet materials because of their unusually highflexibility. This flexibility manLfesLs itself in several planesof bending at the same time. A woven structure is character-istically different from a sheet of paper in that it can bend ona three-dimensional surface in a multiplicity of ways. Itsability to shift from two dimensions to three dimensions isachieved by a number of mechanisms: by thread shear, local crimpinterchange, yarn buckling at the bend, yarn flattening, yarncompaction, fiber slippage, fiber rotation, fiber extension, andfiber bending (52).

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The simple act of weaving requires the bending of one yarnaround a cross yarn of approximately the same radius. If theyarns were monofilament in nature, this bending, were it elastic,would result in an outside strain of 50%. In a multifilamentyarn with no fiber slippage, a similar high strain would occur,were no twists available to reduce geometrically the strain levelin the outmost fiber. It has been shown that the level of twistoccurring in a yarn bent to a radius of curvature equal to twiceits own radius is affected directly by the local helix angle offibers within the yarn (31). The act of bending modifies thelocal helix angle significantly so that the final strain due tobending a yarn around its original centroid will differ at theinside of the bend vs. the outside of the bend. However, theinfluence of fiber twist on the level of fiber strain in thebending of one yarn over the other is not sufficient to explainthe ability of many commercial fibers which have elongations atrupture of less than 5%, performing satisfactorily in fabricstructures which are subjected to bending either during processingor during use. The conclusion has been reached (29, 53) thatfiber slippage within the yarns structure prevents build up ofhigh strain and high stress level within the textile structureduring bending. If complete freedom of movement of fibers withina twisted yarn exists then the bending resistance or bendingmoment of a yarn can be calculated from the product of curvatureand bending rigidity of the individual fibers, determining theirappropriate moment components in terms of geometric position andconfiguration within the yarn structure. These moment componentsare then integrated to provide a measure of the total resistanceof the bent yarn.

The ratio of stiffness of yarns with complete freedom offiber slippage vs. those with no freedom of fiber slippage isusually of the order of the number of the fibers present (for agiven size yarn, packing factor, and density). If the fiber isnot free to slip one over the other, the yarn would appear to beexceedingly stiff as contrasted to the free slippage case, theratio of stiffness being equal to the number of fibers presentin the system. It is critical that freedom of motion is permittedwithin the twisted yarn structure to acquire the flexibilitydesired in the final fabric. As one increases the twist in theyarn it may be expected that the freedom of fiber slippage issomewhat reduced. On the other hand, the increased helix anglesinvolved will serve, from a geometric point of view, to reducethe bending rigidity of the system. For conventional fiberswith conventional twist, it does not appear that the restrictionon fiber freedom is significantly increased with twist and most

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observations on twisted structure show less rigidity at a highertwist level. This is true for extensional rigidity as well asfor bending rigidity. Clearly a suitable parachute material musthave complete flexibility for the purpose of packaging and formanipulation of the fabric structure during chute deployment.

The term 'balanced yarn' implies that the torque developedduring the twisting operation has been effectively cancelled bythe reverse twist of the ply structure. The extent of balance oftwist is often determined microscopically, by comparing thedirection of the outside fiber with the direction of the axis ofthe ply. If the two coincide, the ply yarn structure is termed'balanced'. Of course putting 10 turns per inch in the singlesyarn, say in the S direction, followed by 10 turns per inch Ztwist in the ply direction is not a balanced twisting operation.This follows from the fact there is considerable contraction bothin singles yarn and in ply yarn during the twisting operation andthe judgement of turns per inch must be based upon the same unitlength (usually they are not, in talking about singles versus plyturns per inch). Furthermore the matter of torque balance cannotbe treated merely on a geometric basis. It must be analyzedboth from the pointview of geometry of the fibers within thesingles and ply structure and also in terms of the stress historyof those fibers. When fibers are twisted into a singles yarn theindividual element are subjected both to torsion and to bending.In a staple yarn, that is, one in which the filament lengths arediscontinuous, the geometric torsion of the fiber path is fixedby the structure of the yarn. On the other hand, the mechanicaltorsion of the individual fibers, twisting them around their ownaxes may be relaxed out, by stress relaxation, or by naturalrotation of the ends of the staple fiber within the yarnstructure. This rotation cannot be detected easily nor can theextent of torsional stress relaxation be observed.

Platt has pointed out (51) that the major effect deter-iningapparent twist unbalance of a yarn is due to the components ofbending moment in individual fibers. These components are vectorquantities which vary in direction with the position of the fiberwithin the yarn structure. It becomes important to develop exactexpressions for fiber positions, for fiber geometric torsion, forfiber curvature, and then knowing the viscoelastic behavior ofthe fiber, express the local component of structural torque dueto each fiber in terms of the fiber position in the yarn or plycross section. This component or element of torque can then beintegrated across the yarn structure to give a value for the

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resultant torque or twist unbalance. This analysis has beencarried out successfully by Platt and provides a worthwhileanalytical start for fabric designers who are attempting to usefine filament wires in lieu of textile fibers.

Ply twist and singles twist are not the final determiningfactors in the matter of strength utilization. Singles twistin the case of staple yarn has been introduced to developlateral pressures and therefore frictional contacts betweenfibers. The need for this frictional contact through the elementof twist, is lessened if some other form of lateral pressure isavailable, as for example, the lateral pressures on a warp yarndeveloped by the cross yarns or filling yarn system. Over aperiod of years it has been shown that optimum twist in stapleyarn, from a strength standpoint, could be reduced when the yarnwas woven into a fabric so as to give optimum cloth strength per-formance. Commercially this was important, in that it allowedreduced spinning cost consistant with high strength output.

In the matter of filament yarns, higher twists have beenshown to reduce strength of the yarns and in general they willalso reduce tensile strength values of the woven fabrics. But atone stage one can anticipate an interaction between the absolutevalue of the singles twist or ply twist and the spacing of thecross yarns. Clearly in bending of a yarn as has been shown (31,29) some fibers passing along the inside of the bend have totraverse a much shorter path than those fibers which have topass over the outside of a bend. Pickup (39) has shown that ifthe singles yarn in a ply always holds the same position relativeto the bending of a yarn in a fabric, the structural efficiencyof the system will be significantly reduced. In other words, ifsome singles always lie on the inside of the yarn bend whileothers always lie on the outside, the strain and hence stressdistribution on the ply yarn will be inequitable and a resultinglow efficiency will be observed. Strength efficiency at a so-called pick-twist ratio of 2 was shown to be reduced by as muchas 20%. This is an important factor to be considered in thedesign of parachute systems made of filamentous wire systems, forundoubtedly twisted structures will have to be used to achieveother desirable characteristics of a parachute fabric.

In addition to flexibility, or ease in bending in a parachutefabric structure one must have a high level of recovery frombending. In textile parlance this is called crease resistance.Obviously those fibers which are highly elastic in their stressstrain behavior, that is to say, show very little secondary creep

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at the temperature and humidity of use, will be highly creaseresistant. They will show little permanent evidence of the bendto which the fabric has been subjected. Conversely those fiberswhich do not recover well at moderate strains, will show poorcrease resistance in use. But recognizing the important contri-bution of fiber slippage to reduction of strain in individualfibers of the bent yarn it becomes important to note the roleplayed by friction in the system. If friction in a yarn or ina fabric structure is high, either due to a high coefficient offriction, or to many points of contact, or to high lateralpressures (yarn twist caused or woven-fabric-structure caused)then it may be expected that frictional effects may be observablein measuring crease resistance or recovery from bending. AsDaniels (53) has shown, the internal friction of the fabricstructure must be taken into account in studying the recoverabi-lity behavior of individual fibers. One must determine the levelof resistance to recovery imposed on the individual fibers dueto their position in the fabric structure. In studying new fibersand measuring their recoverability, one must carry on such obser-vations under the recovery restriction comparable to those whichexist in the fabric. In other words, the recovery percentagescited above (35) must determined under a fixed recovery loadrather than a zero recovery load. This modification in testingprocedure, may serve to vary the ranking of various fibers withregard to their crease resistance contribution to fabric structure.Thus fiber properties, that is, inherent stress strain character-istics pius surface frictional characteristics plus geometricformation within the fabric structure all add together to establishthe ability of a woven fabric to recover from a fixed bendingstrain. It has been shown in practical twisted structures thatconsiderable fiber movement takes place internally within eachbent yarn (31) and it follows quite logically that this movementmust be reversed if good crease recovery is to be effected. Ingeneral where fiber properties are same, it may be concluded thatcrease resistance will be higher where bending resistance islower. The greater strain energy stored in the system or thegreater the bending work required to accomplish the sharp curva-ture, the more energy will be dissipated in the system and theless recovery will be observed from creasing. And so the fol-lowing factors remain as important variables in achieving goodcrease resistance:

a. High recoverability of the fibers from strains incurredat the bend.

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b. Reduced friction within the yarn system.

c. High helix angles to reduce the level of local strainat the bend.

The weave structure interacts to a significant degree inbending behavior tests on textile fabrics. In one case, it isobserved that the position of float on the surface of fabricrelative to bend is important. If a long float runs longitudi-nally into the bend, that is to say, if the long float being bentis on the outside of the bend, then the bending rigidity of thefabric is higher and recovery is generally lower. If this floatruns parallel to the bend, the recovery characteristics areslightly better. If the float runs perpendicular to the bendbut lies on the inside of the bend, there is strong possibilitythat the float will buckle rather t.ian bend sharply at the insideof fabric crease. The recovery froi this bending and torsionalbuckling may or may not be good, depending upon the relative twisttightness of the structure. If the structure is highly twisted,the buckling action and local kink which develops may not recovereasily and a permanent crease mark on surface of the fabric maybe observed when the fabric has been unbent. This crease markmay not necessarily be a projection from the plane of fabric,but merely a systematic displacement buckling of the yarn laterallywithin the fabric structure or fabric plane.

The angle between the bend line and the warp or filling isalso important in the crease resistance of the textile fabrics.Recognize that if cloth is bent in one direction, the yarns run-ning into the crease may be formed into a helix of the samedirection as their original twist helix or they may be formedinto an opposite direction helix. If the helix directions coincidethere will be a tendency to tighten up the fabric or yarn struc-ture and as a result incur higher bending resistance for the system.If, on the other hand, the yarn is untwisted locally at bend therigidity of the yarn will be less at that point and the recoverywill be generally better. This has been observed by measuringthe crease resistance of the given fabric and plotting recoveryin terms of a polar diagram (54, 55). It is likewise possible tomeasure bending rigidity of the yarn in a given plane and thencalculate the components of bending rigidity as a result of bendingthat yarn in other planes, in other words, anticipating by theanalysis the bending rigidity of woven fabrics in different anglesof bend as a result of bending rigidity tests on singles yarn.

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Finally it may be pointed out that the bending recovery ofyarns may be effected in great extent by the compactness of yarnstructure at the position of bend. One observes from textileexperience on woolen yarn vs. worsted spun yarn, that the woolenyarn and woolen fabrics are much easier to bend, and recover muchmore readily from creasing whereas the worsted spun yarn notnecessarily of wool fibers easily crease and likewise show poorrecovery from creasing. This type of geometric manipulation isundoubtedly a requirement for the parachute designer interestedin working with fine wire filaments. The unfortunate fact aboutmeeting the requirements for fabric flexibility in accordance withthe variables discussed above, is that many of the structuraldesign steps which one take to increase flexibility tend to modifyunfavorably other desirable characteristics for a parachute material.In particular, any attempt to reduce the packing factor of fiberswithin a yarn that is to say increase the relative air space withinthe yarn, will result in an increase in bulk of the fabric systemand therefore of the total parachute. Likewise if twist is in-creased, the yarn bundle retains a round shape resulting in ahigher bulk or thickness value. In addition, changes which in-crease the flexibility and extensibility of the fabric will resultin an opening of the structure during the stress application ofthe parachute uses, with the resultant increase in porosity.Consider now the factor which influences compactness and bulk ofthe parachute fabric.

F. FABRIC BULK

The total package volume for a folded parachute is of coursedependant upon the fabric bulk, the bulk of the hardware components,the bulk of the seams and the ability of the fabric to bend tosharp curvature along the line of fold. The question of hardwareis beyond of the scope of this discussion. The question offlexibility and crease resistance has been discussed in the abovesection. It remains to consider the implication of fabric bulkor thickness and of seam structure, seam bulk, and seam efficiency.First we consider the bulk of fabric itself. Obviously, thethicker the yarn, the thicker will be the fabric, all other factorsbeing kept constant. However in a woven structure one shouldrecall that the effective thickness of the fabric is determinedby the vertical spacing between the top of the face crown and thebottom-most portion of the back crown. If the fabric is wovensymmetrically about the center plane, the same yarn system willform the set of crowns which project on both face and back of the

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fabric. This structure is demonstrated in geometric studies ofthe fabric porosity (18). It is possible for both yarn crownsto project to the same level at the face and the back of fabric.Usually, this combination provides for minimum thickness or themaximum compactness in the woven structure. If the wave heightof one set of yarns plus the diameter of that set, exceeds thesum of wave height and diameter of the second set, the larger sumwill determine the thickness of the fabric (34, 18) and obviouslyin such a case the over all vertical crimp of the projecting setof yarns will be larger than in the non-projecting set of yarns.If the crimp in warp and filling is brought into balance, andthe projecting yarns are level, the fabric will achieve both theminimum thickness and minimum porosity.

Another factor determining the thickness of the fabric isthe vertical diameter of yarn. As has pointed out above, anincrease in twist will increase roundness of yarn and therefore,for a given linear density, an increase in twist will increasethe vertical diameter of the yarn and likewise increase thefabric thickness. Lower twist will allow the yarn to flattenconsiderably, thus reducing fabric thickness. In addition, highpressure treatment as in calendaring will further flatten theyarn structure and cause more effective bending and meshing ofthe cross yarn systems so as reduce fabric thickness. The inter-meshing of the fibers at the point of contact between warp andfilling yarns is also considered important from the standpointof the fabric thickness or compactness. If the warp fiber incontact with the filling fibers have the same direction therewill be tendency towards merging or meshing of the yarn systemswith a resultant reduction in thickness. This factor howeveris not considered to be an important one, because the mostinstances the helix angles of twisted yarns are sufficientlybelow 450 as to preclude effective nesting or merging of the twoyarn systems. In those cases where the twist has been increasedso that larger helix angle formed at the inside of the yarn bendis of the order of 45, then the fibers do tend to nest. Butpenetration with such helix angles is reduced since the yarntwist corresponding to those helix angles provides for a rounderfirmer yarn structure with larger vertical diameter, contributingdirectly to increase fabric thickness.

Clearly any attempt to bulk or crimp the individual filamentsof the yarn for the purpose of increasing flexibility, extensi-bility or crease resistance, will result in a bulkier yarn withthe greater thickness per unit linear density. All in all, onemust conclude that the major structural effects which determine

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fabric thiceness are: a) the relative crimp distribution between

warp and filling yarns and b) the twist of the individual

yarns which determines yarn compactness and roundness. The fac-

tors such as nesting appear to be negligible in determining

fabric thickness. The comments made about crimp have implied

fabric symmetry about the center weave plane. If weave symmetry

is not present, it may be expected that one set of yarn will

project on the face side of the fabric and the other set of yarns

project on the back side of fabric. This occurence observed in

all unbalanced weaves, that is to say weaves of a satin nature

or unbalanced tuills etc. Here one observes the presence of long

floats of one yarn system on the face of the fabric. Each of

these floats tends to bulge or balloon in its middle, rising high

above the center plane of fabric. The tucking stitch at the end

of each float dives down very briefly into the fabric structure

and then rises again. The wave height of center of the float may

be several times that of the wave height of single diving te-in.

The same is true in- the reverse, on the back side of fabric with

the other set of yarns providing the major float. Thus one can

effect a fabric thickness somewhat in excess of three times theyarn thickness whereas in the case of maximum compactness one hasa fabric thicKness equal to twice the average yarn diameter.

Cloth thickness will of course be a predominant factor indetermining the thickness of seams or joints between panels of

fabric forming the parachute. The ability of the fabric to bendand fold sharply at the seam will also influence seam thicknessand bulk. Finally, the tightness of the stitch itself, togetherwith the mechanical properties of the sewing thread will add to

seam compactness. It should be clear that if the fabric is

layered twice or four times at a seam and stitched firmly, thestiffness will go up by a factor far in excess of the doublingor quadrupling thickness. This is obvious when one stitches

together two or three relatively flexible webbing structures inthe forming conventional parachute harnesses. But seam struc-

tures afford a much greater problem than that of bulk alone. The

matter of seam strength and the seam efficiency are critical in

the utilization of high temperature fibers in conventional fabrics

for parachute application.

G. SEAMS

Seam failures at a tensile load well below the strength of

the fabric it joins can be attributed to four primary causes:

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I. Weakness of original sewjilg Lnreac or Gamae to tlethread Lncurred 6uring sewing.

2. Damage to the fabric yarn curing the stitchingoperation.

3. Efficiency of the seam structure in the uniformitytransfering stress from one fabric to the other.

4. Yarn pull out, or seam slippage.

The theory of yarn and cord strength has been developed to the

advanced stage and can be applied with some modification to sewing

threads as they lie in the seam. In view of the extreme bendingto which thread is subjected during sewing and later in the seam,the mechanics of bent yarn must be considered in conjunction withthe principle of straight yarn mechanics, if a complete theory ofsewing thread strength is to be developed. But, by utilizationof high strength threadicords or strands and a variety of lockstitches, it becomes possible to eliminate thread breakage as asource of seam tensile rupture. One may then consider the remain-ing mechanisms of yarn damage and stress transfer efficiency with-out complication of thread breaaage.

The subject of fabric damage incurred during sewing hasreceived only scattered attention in the textile literature.DorKin et al. (5o) does much to elucidate the mechanism governingthe injury suffered by yarn lying along and across the seamduring the sewing operation. It is considered that the majorpart of sewing damage to fabrics occurs through over extension ofyarn by the needle as it penetrates the fabric. If the needle isdull or its japer so great that segments of yarn are carried downinto the throat plate, failure of yarn may occur as a result ofpinching against the side of the throat plate hole. in generalyarn failure occurs as a result of local extension to rupture asthe needle separates tne yarn in penetrating the fabric or splitsthe individual yarn. Yarn extension wnicn occurs during sewingcan of course be made smaller if the needle radius is reduced. Asmaller needle size is possible so long as the desired sewingcord can negotiate the needle eyes. In some instances, reductionin needle size, together with reduction in thread size may resultin an increased seam stre:.;th. In addition, if the ultimateelongation of various fibers used in the fabric is increased atrates of extension comparable to that found in the high speedsewing machine, it may be expected that yarn rupture due to sewingmay be reduced.

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Dorkin shows that the ratio of clamp length to the needlesize is critical factor in determining the degree of yarn rupturewhich will occur during sewing -- the greater the ratio, the lessthe damage. For the fixed needle sizes this ratio will be pro-portioned to the effective clamping length. The latter quantityis dependant on a) yarn twist, b) inter fiber and yarn

friction, c) fabric tightness, d) machine clamping. Higher

twist reduces the effect of clamping length. If one considers

the case of yarn. clamp between two fixed jaws and pierced by a

sharp needle, the effective clamping length can be shown to be a

function of the original twist of yarn, the separation of fixedjaws corresponding to the distance over which local increases in

twist may be distributed, the needle diameter, the degree of fiber

packing, the lubricity of the fibers, and stress strain propertiesof the fibers. In practice of course, the individual yarn whichlies in fabric is not held between two fixed jaws but between aseries of pseudo clamps made up of pairs of transverse yarns.Each of these pseudo clamps contributes an increment of frictionalresistance to rotation and movement of the yarn and therefore totwisted redistribution occasioned by needle puncture.

In the immediate neighborhood of the needle puncture, theyarns running along the seam will also be distorted to allowroom for needle passage. Breakage of such yarn during sewing iscommon but damage of this type is limited to the few yarns whichlie along the seam path. Local distortion of these, longitudinalyarns has an indirect effect on breakage of the perpendicularyarn since the longitudinal stresses which accompany such dis-tortion increase the magnitude of frictional pressures in thepseudo jaws and resistance to twist transfer from the point of

puncture, out along the transverse yarn. If the longitudinalyarn along the seam is free to move away from the seam, the abovementioned stresses will be alleviated. Such slippage will dependupon fabric lubricity and fabric tightness as well as yarn stiff-ness and crimp distribution. Obviously if the fabric is more

open and the yarn is more extensible and the lubricity greater,the chances of damaging the yarn in the fabric structure duringsewing operation will be reduced.

Stress transfer at a seam implies the case where the fabricbreaks along the seam line rather than the thread which comprisesthe seam. When a seamed fabric is subjected to a homogenous uni-directional stress perpendicular to its line of stitching theseam is considered to have the maximum efficiency if it can trans-fer a stress equal to the breaking strength of the fabric. Even

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without yarn damage resulting from sewing, the optimum seamefficiency is rarely achievea because of the inherent seam struc-ture. The function of a sewing thread in a seam is similar tothat of a rivet joining two steel plates. However there aremajor differences in the behavior of two joining media: 1)rivets transfer tensile stress from one joined plate to anotherbut are themselves subjective to shear stresses, while a flexiblesewing thread bends upon application of load to the seam andtransfers the most of stress from one fabric to another by meansof tension along the thread axis 2) each rivet is isolatedfrom its neighbor and therefore may be considered to act indepen-dently in the stress transfer, while the sewing thread isdirectly linked from stitch to stitch.

The tensile stress in the section of stitch w1ich lies acrossthe seam, that is in the direction of extermal loading, is carriedover to that segment of the stitch which lies parallel to theseam. Thus one notes a snubbing action as the thread first alignsitself with the direction of stress and then runs perpendicularto that direction as it snubs around yarn within the fabrics beingjoined. When the load is applied to the stitch, it becomes tobend out of its original plane perpendicular to the direction oftensile load application. In part, it aligns itself with thedirection of tension and in part it aligns itself with the snubaround the fabric segments caught within the stitches. With thissn;ibbing action, high stresses are applied to those yarn at thecorner of stitch. This high stress can be observed in the excessof non-uniform pulling of the yarns in a fabric as they approachperpendicular to the line of seaming. The yarns which lie atthe end of each stitch gathering are stressed at higher leveland those yarn that run into the center of each stitch. As thetension conLtiues across the seam, the edge snubbed yarns willrupture first, with the failure moving successively inward towardst!te center of the Ctitc'a. As in the case of the maximum stressutilization in twisted straight yarns, the shape of stress straincurve has an important influence on the strength efficiency insewn seams. It is clear that if the stress-strain curve has aflat portion near rupture and the total extension is large, thenyarns which have been subjected to slightly higher stressesbecause of their position relative to the stitch ends, will besubhected to approximately the same loading as yarns which havemoved directly into the center of stitch loop. If Lhe contraryis Lrua, namely that the falbric yarns have a stiff stress strain;.urve in the region of rupture, with a small extension, tnen thestrain inlhomoc:ene ty met at a stressed seam will result in earlyfailure oi the fLbers at the stitch end, long before the fibers

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or yarn moving directly into the cen,;er of stitch loop are

stressed to high level. A low strength efficiency across the

seam will be the result.

To reduce the inefficiencies in seam strength resultingfrom non-homogeneous strain application, the fabric designer

may take several steps. He may reduce the amount of strain

inhomogeneity by increasing the number of stitches short of

damaging the yarns of the fabric, or he may modify the properties

of the yarn so as to move higher on the stress strain curve ofall fibers at the moment that the seam starts to fail. Anotherway of reducing strain inhomogeneity is to reduce the level of

stress transfer at each stitch loop. This can be done asmentioned above by increasing the number of stitches per inchalong the seam. Another way of course is to increase the numberof stitch lines along the particular seam. Here for the samenumber of stitches per inch one may reduce the stress level perstitch by a factor of the number of stitch lines used in theseam structure. But with all these additional seam lines onemay expect additional stiffness in the seam and also additionalbulk which will be undesirable from the point of view of parachuteapplication. This question has been met by the parachute manu-facturer in using conventional materials. One should expect

that the question will become more critical in the use of stifferhigh temperature fiber.

An entirely different approach to the subject of seaming

and joining sheet material to form a parachute structure ispossible, and that is to use normal methods for joining materials

or to eliminate entirely the need for joining. These approacheswill be discussed in the following section on parachute fabrication.

H. PARACHUTE FABRICATION

The basic requirements for parachute design frequentlydetermines the mode of parachute fabrication. In some instances,the high but the controlled porosity of a ribbon parachute isrequired and this implies fabrication of a series of high strengthribbons and webbings to form the skeleton and in fact the bodyof the parachute. Where lower porosities arE required, a solidchute is generally used and this involves cutting and sewingpanels of fabrics which form the body of the chute. Reinforcedwebbings may be used structurally to reinforce the so-called

solid chute but they have little influence on the over all porosityof the system. The porosity of the conventional solid chute is

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determined to a major extent by the porosity of the fabric andthe design of the chute relative to the vent opening. In theribbon chute the porosity of fabric is generally consideredto be negligible since the open spaces between the ribbons andreinforcing structural webbings are relatively large and offervirtually no resistance to passage of air.

In the case at hand we are considered a parachute ofrelatively little porosity. The likelihood is that a solidchute structure will be employed. If on the other hand theaerodynamic requirement of the high altitude, high temperaturechute could be met by the use of webbing and ribbon structures,the difficulties in fabricating such a chute would be resolvedto great extent. In other words, it would be relatively simpleto make extremely thin bands of webbing and use a variety ofmethod of joining webbings one to another. There is the possi-bility of using adhesives between fabric sections in such chute,reinforced by some sort of sewing. There is also possibilityof weaving the high temperature fiber into webbings with excess-ively heavy selvages and excessively heavy pick insertion atpredetermined intervals. This would then allow for joining ofan unconventional nature between the webbing sections, eitherby an over stitch formation of the type of helical spring jointone finds in common stationery note books. A joint of this sortcould be spanned by a high temperature organic coating whichwould melt or ablate out during the latter portion of the para-chute's operational cycle, but would be present in the initialportion for a sufficient period to insure proper parachutedeployment. If high temperature, high strength metal wire isused for the helical spring joints between reinforced edges ofa relatively impermeable (perhaps coated) piece of webbing, suchwire need not be coated uniformly across the joints, but shouldbe available for operation without protective coating.

An entirely different procedure of fabricating a parachuteis to avoid the requirement of cutting long sections of fabricinto small panels and tnen rejoining them to form the threedimensional configuration of the parachute. This procedure ineffect eliminates one step in the over all process from fiberproduction to parachute manufacture and that is the process ofweaving or knitting flat goods. Once a high temperature or yarn(properly designed in the respect to twist according to theprinciples cited above) is available it should be possible tofabricate the exact form or at least close approximation to thefinal form of the parachute utilizing the relatively infinitelength of the fibers and filaments which are available and layingthem in the structure within a minimum amount of residual stress

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and in a position closely corresponding to their final position

in a conventional parachute structure.

In the field of knitted fabrics it has been found possible,sometime ago to modify the stitch formation and the number ofstitches involved at any one line of loop insertion so as todevelop a three dimensional curvature. Thus full fashionedhosiery suggests one approach to the formation of the parachutewith the required three dimensional curvature but without thenecessity of the conventional seaming or joining of panels oftwo dimensional material. The three dimensional nature of knittedstructures is evidend in several developments of artificial arterymade on knitting machines. Here one is able to form two cylind-rical tubes and then join them in a 'y' shaped section. In theknitting the possibilities are open for developing three dimen-sional curvatures for introducing reinforcing elements, formodifying the geometry of the total structure with relatively ease.Of course the knit material which is obtained is formed with amultiplicity of interlocking loops. The loop structure of sucha material lends to its extensibility and lack of dimensionalrigidity. This fature may be desirable to offset the likelyhigh rigidity and low extensibility of the high temperaturematerial selected for the parachute. But it suggests an addeddifficulty in maintaining the structural integrity of the para-chute with respect to the low porosity, particularly during thetime of maximum stress during deployment. The question as towhether knitted structures can be useful in connection with ahigh temperature coating of the basic high temperature fibermust be answered by further study and experimentation in the actualprogram of high temperature parachute development.

Another approach which has considerable historical back-ground is that of weaving a shaped fabric. The Jacquard loomdeveloped many years ago in France, has been used as commercialmachine to modify the shape and design of woven fabric with aninfinite variety of combinations. Recently the Raymond Deicerand Engineering Company presented a paper at the Textile ResearchInstitute meeting in New York (March, 1959) in which A.R. Campmandescribed the potentiality of modifying the basic Jacquard loomso as to permit the weaving of a three dimensional structure.This modification consists primarily of utilizing the Jacquardmechanism to control the gross profile of the structure which isbeing woven. At the same time the modification of take up ofthe individual warp yarn allows for the introduction of fullnessor tightness in various portions of the material. The net resultis the development of a wide variety of shapes which can be

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trimmed and applied directly to forms as a basis for structuralreinforcement of plastic items. Forms such as box-& and helmetcover boats, nose cones, radomes, etc., have been successfullyengineered according to Campman. There is no restriction on thecombinations possible with a system of this sort. In addition,wide looms are available for such experimental development andtechniques have been developed by Campman which utilize a foldingsystem of weaving (not unlike the double cloth weaving of pillowslips or diaper materials). Such folding techniques permitthe integral multiplication of the effective diameter of the para-chute which may be woven on such a system. In addition, bycontrolling the filling introduction at any one level bandreinforcement can be introduced at time around the circumferenceof the chute. Likewise the Jacquard control permits introductionof warpwise reinforcement at any point. This reinforcement canbe introduced in the form of heavy structural webbings suitablefor direct mechanical attachment to the hardware comprising thelink with the object to be slowed down.

Thus in a practical production method (which obviously requireconsiderable engineering work prior to development of a particularparachute structure) one has an opportunity of building a threedimensional structure with the controlled porosity and then intro-ducing into the structure an inter-woven reinforcement andelements of structural linkage between the main parachute bodyand the system to be retarded aerodynamically. There are limi-tations on the curvature which can be achieved with such systems.In addition one must recognize that the introduction and removalof the continuous warp yarn from the fabric by the Jacquardmechanism means that the exit of the yarn from the fabric mustbe clipped off. This short loose end runs at a very shallow angleinto the 'apparent joint' of the material and thus does notreduce the cross direction strength of that 'apparent joint'.We use a term 'apparent joint' because the joining action isactually a continuous process with the filling yarns goingcompletely across the joint but the warp yarns merging on thejoint line at a very shallow angle and discontinuous at thespecific intervals. Perhaps the term structural dislocationwould be more appropriate for the three dimensior.n1 weaving system.But with the application of a coating to reduce 01,! porosity ofthe final fabric it is doubtful that the loose ends mentionedwill pose any problem of significance. The three dimensionalweaving in an opinion of the writers poses a challenging approachto the problem of fabricating rigid, inextensible, and in somecases relatively brittle fibers into a complicated parachutestructures with the maximum structural and operational efficiency.

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REFERENCES - Fabrication

1. Coskren, R.J. and Constantine, T.P., Development of HighTenacity Heat Stable Dacron Yarns, WADC Technical Report55-297, September 1956.

2. Ruoff, A.L., Liu, S.W., and Frank, F., Aerodynamic Heatingof Parachutes, WADC Technical Report 57-157, December19, 1957.

3. Chu, C.C., Kaswell, E.R., and Doull, D.G., Development ofHigh Tenacity Heat Stable Dacron Parachute Items, WADCTechnical Report 57-765, May 1958.

4. Muse, G.W., A Study of the Effect of Temperature on Para-chute Textile Materials, WADC Technical Report 54-117,July 1954.

5. Block, L.C., Aerodynamic Heating of Parachute Ribbons, WADCTechnical Report 54-572.

6. Klein, W.J., Lermond, C.A., and Platt, M.M., Development ofDesign Data on the Mechanics of Air Flow Through ParachuteFabrics, WADC Technical Report 56-576, September 1957.

7. Klein, W.J., Lermond, C.A., and Platt, M.M., Research Programfor the Development of a Design Procedure to Engineer Para-chute Fabrics, WADC Technical Report 58-65, May 1958.

8. Seshadri, C.B., Brown, G.A., Backer, S., Krizik, J.G. andMellen, D.M., Air Flow Characteristics of Parachute Fabricsat Simulated High Altitudes, WADC Technical Report 59-374,March 1960.

9. Dupont Company, Comparative Heat Resistance of Fibers,Technical Information Bulletin X - 56, September 1956.

10. Bickford, H.J., Rusk, D.L., Kuehl, V.K., Development ofDacron Parachute Materials, WADC Technical Report 55-432,February 1956.

11. Coplan, M.J. and Singer, E., A study of the Effect ofTemperature on Textile Materials, WADC Technical Report53-21, Parts 1 and 2, March and July 1953.

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REFERENCES (Contd.)

12. Bjorsten, J., Lappala, R.P. and Roth, R.J., Investigationof itylar Type Polyester Films for Parachute Canopy, WADCTechnical Report 53- 298.

13. Penner, S.E. and Robertson, A.F., Flow Through Fabric LikeStructures, Textile Research Journal 21, p 775-788,November 1951.

14. Hoerner, S.F., Aerodynamic Properties of Screens and Fabrics,Textile Research Journal 22, p 274-280, April 1952.

15. Perry, W.O., A Study of the Effects of Fabric GeometryVariables on Air Permeability, WADC Technical Report 54-574,November 1955.

16. Tong, L.S. and London, A.L., Heat Transfer and Flow FrictionCharacteristics of Woven Screens and Crossed Rod, MalrixesTransactions of the ASME 79, p 1558-1570, October 1957.

17. Backer, S., The Effect of Geometry Upon the Physical Proper-ties of Textile Structures, Textile Research Journal 18,p 650-18, 1948.

18. Backer, S., Air Permeability of Textile Structures, TextileResearch Journal 21, p 703-714, 1951.

19. Brown, W.D., Parachutes, Pitman & Sons --Limited, London1949.

20. Goglia, M.J., Air Permeability of Parachute Cloth, WADCTechnical Report 52-283, Part 1, 1952.

21. Lavier, H.W.S., Air Permeability of Parachute Cloth, WADCTechnical Report 52-283, Part 2, 1953.

22. Lavier, H.W.S., Air Permeability of Parachute Cloth, WADC

Technical Report, 53-283, Part 4, 1955.

23. Brown, C.D., A Study of the Laws of the Flow of FluidsThrough Fabric, WADC Technical Report 54-199, 1955.

24. Green, L. Heat Mass and Momentum Transfer in Flow Through

Porous Medium, Paper presented at the ASME AIChE Heat Trans-fer Conference, University Park, Pennsylvania, August 1957.

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REFERENCES (Contd.)

25. Smith, H.D., Textile Fibers and Engineering Approach totheir Properties and Utilization, ASTM Marburg Lecture, 1949.

26. Eeg-Olofsson, T., A Contribution to the Experimental Studyof the Bending Properties of Fabrics, Doctor's Thesis,Chalmers Technical Institute, Goteborg, 1957.

27. Love, L, Graphical Relationships in Cloth Geometry forPlain Twill and Sateen Weave, Textile Research J., 24, 1073-1083, 1954.

28. Dickson, J.B., Practical Loom Experience on WeavabilityLimits, Textile Research J., 24, 1083-1093, 1954.

29. Platt, M.M., Klein, W.J., and Hamburger, W.J., Some Aspectsof Bending Rigidity of Singles Yarns, Textile Research J.,31, 611-627, 1959.

30. Backer, S., Zimmerman, J., and Best-Gordon, H.W., Inter-action of Twist and Twill Direction as Related to FabricStructure, Textile Research J., 26, 87-107, 1956.

31. Backer, S., The Mechanics of Bent Yarns, Textile ResearchJournal, 22, 668-681, 1952.

32. Chu, C.C., Lermond, C.A., and Platt, M.M., Study of theEffect of Twist in Yarns on Parachute Fabrics, WADC TR55-104, February 1956.

33. Soviets Listen and Learn, Chemical Week 82, p 29, December27, 1958.

34. Peirce, F.T., The Geometry of Cloth Structure, J. of theTextile Institute, T. 45, March 1937.

35. Susich, G. and Backer, S., Tensile Recovery Behavior ofTextile Fibers, Textile Research Journal, 21, 482-509, 1951.

36. Smith, H.D., Textile Fibers, An Engineering Approach toTheir Properties and Utilization, ASTM Edgar MarburgLecture, 1944.

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REFERENCES (Contd.)

37. Hamburger, W.J., A Technology for the Analysis Design andUse of Textile Structures as Engineering Materials, ASTM,Edgar Marburg Lecture, 1955.

38. Platt, M.M., Interactions of Fabrics and Coatings, Conferenceon Fabrics for Coating, NAS-NRC, 1959.

39. Pickup, F.L., Effect of Pick/Twist Ratio on Strength ofFabrics, J. of the Textile Institute 39, T260-273 (1948).

40. Platt, M.M., Some Aspects of Stress Analysis of TextileStructures - Continuous Filament Yarns, Textile Research J.,20, 1-15, 1950.

41. Petterson, D.R., On the Mechanics of Non Woven Fabrics, M.I.T.ScD. Thesis, 1958 (unpublished).

42. Kaswell, E.R., and Platt, M.M., Mechanical Properties ofHard Fibers with Reference to Their Use In Cordage Structures,Textile Research J. 21, 263-276, 1951.

43. Platt, M.M., The Influence of Yarn Twist on Modulus ofElasticity, Textile Research J. 20, 665-667, 1950.

44. Platt, M.M., Klein, W.G., and Hamburger, W.J., FactorsAffecting the Translation of Certain Mechanical Propertiesof Cordage Fibers into Cordage Yarns, Textile Research J. 22,641-667, 1952.

45. Peirce, F.T., Tensile Tests for Cotton Yarns: The WeakestLink Theorems on the Strength of Long and Composite Specimens,J. of the Textile Institute 17, T 355-368, 1926.

46. Kenny, P., and Chaikin, M., Stress-Strain-Time Relationshipsof Non-uniform Textile Materials, J. Textile Institute 50,

T 18 - T 40, 1959.

47. Backer, S., Textile Engineering Analysis Notes, M.I.T. 1958,(unpublished).

48. Morgan, H.M., Backer, S., Krizik, J.G., and Mellen, D.M.,Impact Behavior of Textile Materials, Final Report QMCContract DA 19-129-QM-880, 1959.

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REFERENCES (Contd.)

49. Truslow, N.A., HandbooK of Twisting, Clark Publishing

Company, Charlotte, N.C. (1957).

50. Taylor, Widerquist, Christie, and Thompson, A Study of theEffect of Twist on the Properties of Synthetic Filament

Yarrs, State Engineering Experimental Station, Georgiainst.L ute of Technology, WADe TR52-55, Tanuary 1951.

51. Platt, M.M., Klein, W.G., and Hamburger, W.J., TorqueDevelopment in Yarn Systems: Singles Yarn, Textile ResearchJ., 28, 1-14 (1958).

52. Backer, S., anc Petterson, D.R., Some Principles of NonWoven Fabrics, Textile Research J., 30, 704-711 (1960).

53. Daniels, W.W., Relationship Becween Fiber Properties andFabric Wrinkle Recovery, Textile Research J. 30, 656-661,(1960).

54. Cooper, D.N.E., The Stiffness of Woven Textiles, J. TextileInstitute, 51, T 317-T 335 (1960).

55. Steele, R., The Effect of Yarn Twist on Fabric CreaseRecovery, Textile Research J., 26, 739-744 (1956).

56. Dookin, C.M., and Chamberlain, N.H., The Causes of Seaming

Damage and Pinholing in Cotton and Rayon Garments, J.

Textile Institute 43, T 203 (1952).

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