technical documentation€¦ · r. verreet, technical documentation, 8/1997 computer aided rope...

®

TECHNICALDOCUMENTATION

2R. Verreet, Technical Documentation, 8/1997

INTRODUCTION AND TABLE OF CONTENTS

This manual about the technical properties of Casar Special Wire Ropes is intended

● to help the user of the ropes to find the best rope for his specific application,

● to help the designer to find the data he needs to build a safe, economic andgood machine, and

● to help the distributor of the ropes to give his customers even better assistance.

If you have a question which is not answered by this brochure, please do not hesitateto contact us. We will do our best to help you.

Introduction and table of contents ....................................................................... 2Computer aided rope design .............................................................................. 3What is...? .......................................................................................................... 4What is a compacted strand? ............................................................................. 5What is parallel lay rope? ................................................................................... 6What is a rotation-resistant rope? ....................................................................... 7What is the effect of the plastic layer? ................................................................ 8From wire to wire rope ........................................................................................ 9Breaking load ................................................................................................... 10Diagrams: Breaking load .................................................................................. 11Fill factors, weight factors, spin factors ............................................................. 12Bending fatigue................................................................................................. 13Diagrams: Bending fatigue ............................................................................... 14Which rope for which application? .................................................................... 16Rotation ............................................................................................................ 18Diagrams: Rotation ........................................................................................... 19Efficiency .......................................................................................................... 20Diagrams: Efficiency ......................................................................................... 21Left hand or right hand lay rope? ...................................................................... 22Elasticity and elongation ................................................................................... 23Diagrams: Elasticity and elongation .................................................................. 24Elongation curves ............................................................................................. 26Diagrams: General ........................................................................................... 28The drum .......................................................................................................... 30Conversion factors............................................................................................ 31


COMPUTER AIDED ROPE DESIGN

A steel wire rope is a complex machine part and consists ofa great number of wires and strands of different dimensions.It is subjected to a wide spectrum of mechanical stresses.

Based on a wide range of empirical data and test results,Casar Special Wire Ropes are adapted to the technicalrequirements and optimized with the help of a computer.


WHAT IS …?

LEFT HAND LAY

RIGHT HAND LAY

LANGS LAY

COMPACTED STRANDS

WIREWIRE

STRAND

ROPE

ORDINARY LAY

CONVENTIONAL STRANDS


WHAT IS A COMPACTED STRAND?

Some of the Casar Special Wire Ropesare made out of conventional strands,

some are made out of compacted strands.

In order to produce a compacted strand, a conventional strand made out of roundwires is drawn through a compacting tool. During this procedure, the wires areplastically deformed, the strand diameter is reduced and the surface is madesmooth. The contact conditions between the individual wires and the strand-to-strand contacts improve.

Ropes made out of compacted strands have a higher breaking load, a greaterflexibility and better rope- to- sheave contact conditions than comparable ropesmade out of conventional strands. Because of the larger outer wires and thesmaller exposed area they are more resistant to abrasion and corrosion.

compacted strandconventional strand


WHAT IS A PARALLEL LAY ROPE?

In a cross (non-parallel) lay strand all wires have differentlay lengths, and in a cross (non-parallel) lay rope allstrands have different lay lengths. The high stress con-centration at the crossover points leads to an earlyinternal failure.

parallel laystress distribution

cross (non-parallel) laystress concentration

In a parallel lay strand all wires have the same lay length,and in a parallel lay rope all strands have the same laylength. The linear contact leads to an optimal stressdistribution.


WHAT IS A ROTATION-RESISTANT ROPE?

In a conventional rope,an external load createsa moment which triesto untwist the rope andto rotate the load.

A rotation- resistantCasar Special Wire Ropehas a steel core which isan independent rope,closed in the opposite di-rection to the outerstrands. Under load, thecore tries to twist the ropein the one direction, theouter strands try to twist itin the opposite direction.

The geometrical designof a rotation-resistantCasar Special Wire Ropeis such that the momentsin the core and the outerstrands compensate eachother over a wide load-spectrum, so that evenwith great lifting heightsno rope twist occurs.


keeps out waterand abrasive elements

lowers the noise levelwhilst the rope working

preventsmetal-to-metal contact

acts as a cushionbetween the layers

prevents internalwire breaks

WHAT IS THE EFFECT OF THE PLASTIC LAYER?

The plastic layer ...

stabilizes the ropeduring the installation

seals in lubricant absorbs dynamic energy

prevents interstrand nicking stabilizes the rope structure

... solves rope problems !

greatly lowers,or even removes,

the incidence of birdcaging


FROM WIRE TO WIRE ROPE

entrance control

wire stock

qualitycontrol

qualitycontrol

stranding

spooling

compacting

spooling

qualitycontrol

qualitycontrol

stranding

spooling

compacting

spooling

qualitycontrol

qualitycontrol

stranding

spooling

compacting

spooling

qualitycontrol

qualitycontrol

stranding

spooling

compacting

spooling

qualitycontrol

qualitycontrol

stranding

spooling

compacting

spooling

closingof rope core

qualitycontrol

plastic extrusion

closingof rope

finalquality control

spooling

finishing

408 000

37 800

37 800

37 800

1 050

1 050

1 050

1 050

Length in m

for 1000 mof wire rope

using Casar Powerplast as an example


BREAKING LOAD

How do Casar Special Wire Ropesachieve their high breaking loads?

Conventional steel wire rope constructions can meet a requirementfor higher breaking loads only by increasing the tensile strength ofthe individual wires.

Casar Special Wire Ropes are already designed for the highestbreaking loads by a combination of various technologies:

● A large number of strands increases the metallic area of the rope.

● Parallel lay leads to a more compact rope construction.

● A plastic layer reduces internal stresses.

● Compacting of the strands increases the fill factorof the rope elements.

● The tensile strength of the wires is chosen accordingto the requirements.

The high breaking loads of Casar Special WireRopes offer the user the following advantages:

● Design advantages by reducing the sheave and drum diametersand the size of motor and gearbox.

● Longer service life due to lower specific stress on the rope.

● Increased safety.


fill

fact

or

[ –

]

0.70

0.60

0.55

0.45

0.40

6 x

36 IW

RC

CA

SA

R S

trat

op

last

CA

SA

R T

urb

op

last

CA

SA

R S

up

erp

last

CA

SA

R S

trat

olif

t

CA

SA

R T

urb

olif

t

CA

SA

R S

up

erlif

t0.50

0.65

0.75

8 x

19 F

C

120

100

80

60

40

20brea

king

load

on

swiv

el [%

of m

inim

um b

reak

ing

load

]

6-st

rand

rope

18 x

7

CA

SA

R S

tarl

ift

CA

SA

R P

ow

erlif

t

CA

SA

R R

amm

bo

lift

CA

SA

R P

ow

erp

last

CA

SA

R Q

uad

rolif

t

CA

SA

R E

uro

lift

8-st

rand

rope

1

red

uct

ion

of

bre

akin

g lo

ad

[ %

]

2

4

6

8

10

10 20 30 40

2P

P P

2P

D/d [ – ]

18 x 76-strand rope8-strand rope

L

L

H

P

P

P

Pdyn = k • P

PdynPLHME

k = 1 + 1 + ( ) 2 • H • M • EP • L

======

dynamic loadstatic loadrope lengthheight; slackmetallic area ropemodulus of elasticity rope

220

180

160

120

100

80

600 100 200 300 400 500 600 700

temperature [ °C ]

ten

sile

str

eng

th [

kp

/mm

2 ]

140

200

200 400 600 800 1000 1200

fill

fact

or

[ –

]

0.75

0.70

0.60

0.55

0.45

0.40

36 x

7

18 x

7

CA

SA

R P

ow

erlif

t

CA

SA

R S

tarl

ift

CA

SA

R Q

uad

rolif

t

CA

SA

R P

ow

erp

last

0.50

0.65

CA

SA

R

Ram

mb

olif

t

CA

SA

R E

uro

lift

CA

SA

R

Mu

ltili

ft

CA

SA

R M

ult

ilift

F

90%

to 1

10%

90%

to 1

10%

90%

to 1

10%

90%

to 1

10%

90%

to 1

10%

90%

to 1

10%

60%

to 8

0%

40%

to 6

0%

40%

to 6

0%

[°F]

[°C]

DIAGRAMS: BREAKING LOAD

BREAKING LOAD 2: Comparison of the fill factors of rotation-resistant ropes. The fill factors of Casar Special Wire Ropes arein general considerably higher than the fill factors of conventionalropes.

BREAKING LOAD 4: Breaking loads of steel wire ropes whentested on sheaves, depending on the ratio sheave diameter/ropediameter. The factors of safety cover the reduction of the breakingloads.

BREAKING LOAD 1: Comparison of the fill factors of nonrotation-resistant ropes. The fill factors of Casar Special WireRopes are considerably higher than the fill factors of conventionalropes.

BREAKING LOAD 3: Breaking loads of steel wire ropes testedwith a swivel. The breaking loads of 6-strand and 8-strand ropesdecrease considerably, whereas the rotation-resistant CasarSpecial Wire Ropes achieve values in the range of their minimumbreaking loads.

BREAKING LOAD 6: Formula to determine the dynamic loadcaused by a falling weight. Dynamic loads are not covered by thesafety factor and should be avoided at all costs.

BREAKING LOAD 5: Tensile strength of steel wires as a functionof temperature (exposure time 10 min., cooled in air). Tempera-tures up to 300°C (~600°F) reduce residual stresses, highertemperatures reduce the tensile strength drastically.


FILL, WEIGHT AND SPIN FACTORS

rota

tion

resi

stan

tco

mpa

cted

str

ands

plas

tic la

yer

aver

age

fill f

acto

rav

erag

e w

eigh

t fac

tor

aver

age

spin

fact

or*

* rope diameters up to 40 mm, 1770 N/mm2

0,653

0,748

0,710

0,608

0,661

0,688

0,660

0,730

0,755

0,650

0,755

0,660

0,655

0,627

0,663

0,566

0,477

0,684

0,90

0,86

0,91

0,92

0,87

0,86

0,89

0,85

0,85

0,89

0,85

0,90

0,90

0,90

0,85

0,90

0,94

0,86

0,77

0,79

0,84

0,87

0,86

0,84

0,86

0,84

0,84

0,86

0,84

0,88

0,90

0,82

0,83

0,86

0,85

0,84


Why do Casar Special Wire Ropesattain the longest service lives?

Conventional rope designs often do not meet the requirements ofmodern reeving systems. Shorter service lives result. Casar SpecialWire Ropes offer various design advantages which lead to longerservice lives.

● A larger number of strands increases the number of contact areaswithin the rope and on sheaves and drums.

● Parallel lay prevents the crossover of strands and improvesthe contact conditions within the rope.

● A plastic layer reduces the danger of structural damageand internal wire breaks.

● Compaction of the strands improves the contact conditionswithin the rope and on sheaves and drums.

● A large number of strands with smooth surfaces increasesthe flexibility of the rope.

The long service lives of Casar Special Wire Ropesoffer the user the following practical advantages:

● Reduced downtime due to fewer rope changes.

● Reduced costs for rope changes.

● Minimised rope costs.

● Optimum price/performance ratio.

BENDING FATIGUE


D/d = 20load proportional tominimum breaking load

on steel sheave on plastic sheave

300 000

200 000

100 000

0

CA

SA

RS

tarl

ift

CA

SA

R P

ow

erp

last

CA

SA

R S

tarl

ift

CA

SA

R P

ow

erp

last

18 x

7

A B C

A B

no

min

al r

op

e d

iam

eter

+ 6

%

groove diameter

gro

ove

dia

met

er =

C

max.

180 190 200 210 220 230 240

break

discard

CASAR Stratolift

tensile strength [ kp/mm2 ]

nu

mb

er o

f cy

cles

[

– ]

nu

mb

er o

f cy

cles

[

– ]

un

til d

isca

rd

300 000

200 000

100 000

0


CA

SA

R T

urb

olif

t

CA

SA

R S

trat

olif

t

CA

SA

R T

urb

op

last

CA

SA

R S

trat

op

last

6 x

36 F

C

6 x

36 IW

RC

150 000

100 000

50 000

0

D/d = 20load proportional to minimum breaking load

CA

SA

RS

tarl

ift

18 x

7

CA

SA

R

Qu

adro

lift

CA

SA

RP

ow

erlif

t

CA

SA

RP

ow

erp

last

CA

SA

RE

uro

lift

400 000

100 000

200 000

0

300 000

CA

SA

R S

trat

olif

t (u

ng

alva

niz

ed)

CA

SA

R S

trat

olif

t (

gal

van

ized

)

optimum

nu

mb

er o

f cy

cles

[

– ]

un

til d

isca

rd a

nd

bre

ak

18 x

7

nu

mb

er o

f cy

cles

[

– ]

un

til d

isca

rd a

nd

bre

akn

um

ber

of

cycl

es

[ –

] u

nti

l dis

card

an

d b

reak

nu

mb

er o

f cy

cles

[

– ]

un

til d

isca

rd a

nd

bre

ak

DIAGRAMS: BENDING FATIGUE

BENDING FATIGUE 1: Comparison of numbers of cycles untildiscard and break for non rotation-resistant ropes. Under thesame test conditions, Casar Special Wire Ropes achieve muchhigher numbers of cycles than conventional ropes.

BENDING FATIGUE 2: Comparison of numbers of cycles forrotation-resistant ropes. Under the same test conditions, CasarSpecial Wire Ropes achieve much higher numbers of cycles thanconventional ropes.

BENDING FATIGUE 3: Comparison of numbers of cycles untildiscard and break for ungalvanized and galvanized ropes, inboth cases lubricated. Under the same test conditions, thegalvanized rope achieves higher numbers of cycles.

BENDING FATIGUE 4: Comparison of numbers of cycles untildiscard and break on steel sheaves and on plastic sheaves. Onplastic sheaves, the fatigue life is higher, but the residual life (%)between discard and break is lower.

BENDING FATIGUE 5: Comparison of numbers of cycles untildiscard and break for ropes of different tensile strength underconstant load.

BENDING FATIGUE 6: Rope life as a function of the groovediameter of the sheaves. The optimal groove diameter is nominalrope diameter plus 6% (B). For larger groove diameters, theservice life decreases steadily (C), for smaller groove diametersit decreases rapidly (A).


30

25

20

15

10

5

00 30.000 60.000 90.000 120.000

nu

mb

ers

of

bro

ken

wir

es 3

0 x

d

[–

]

tensile strength 180 kp/mm2

load 100 %

tensile strength 200 kp/mm2

load 111 %

number of cycles [ – ]


5.000 10.000 20.000 50.000 100.000 200.000 500.000

100

50

20

10

5

2

1

Clog

. nu

mb

er o

f b

roke

n w

ires

[–

]

log. number of cycles [ – ]

BA

200

150

100

50

0

tension [ N / mm2 ]

nu

mb

er o

f cy

cles

[%

]

100 200 300 400 500

lubricated + relubricated

unlubricated

lubricated

100

~ 100%

breakdiscard

number of cycles [ % ]

actu

al b

reak

ing

load

[

% ]

00

rope diameter [ mm ]

nu

mb

er o

f cy

cles

[

–]

0

200 000

400 000

600 000

800 000

1 000 000

1 200 000

1 400 000

1 600 000

1 800 000

2 000 000

200 240 280 320 360 400400 440 480 520 560 6000

100 000

200 000

300 000

400 000

500 000

600 000

700 000

800 000

900 000

1 000 000

10 12 14 16 18 20 22 24 26 28 30sheave diameter [ mm ]

nu

mb

er o

f cy

cles

[

–]

DIAGRAMS: BENDING FATIGUE

BENDING FATIGUE 9: Breaking load of running steel wire ropesdepending on the number of cycles. Normally, the actual break-ing load increases during the first half of the service life. When thediscard criterion is reached, the rope can still achieve its mini-mum breaking load.

BENDING FATIGUE 10: Number of cycles until discard forunlubricated, lubricated (= 100%) and relubricated steel wireropes. Relubrication during service life considerably, increases,lack of lubrication reduces the service life drastically.

BENDING FATIGUE 8: Number of broken wires depending onthe number of cycles. Rope A: Casar Stratolift. Rope C: (compe-tition) fatigues too early. Rope B: (test rope) is dangerous,because the discard criterion is reached shortly after the first wireis broken.

BENDING FATIGUE 7: Number of visible broken wires depend-ing on the number of cycles in a bending fatigue test. The numberof wire ropes breaks increases steadily according to a power-function.

BENDING FATIGUE 11: Number of cycles until discard (lowercurve) and break (upper curve) depending on the nominal ropediameter. For every combination of sheave diameter and line pullthere is an optimum rope diameter.

BENDING FATIGUE 12: Number of cycles until discard (lowercurve) and break (upper curve) depending on the sheave dia-meter. The service life of a wire rope increases with increasingsheave diameter.


CASAR DRAHTSEIL-WERK SAAR GMBH

Casarstraße 1 • 66459 KirkelPostfach 187 • 66454 Kirkel Telefon: (0 68 41) 80 91- 0

Teletex: 68 41 972 CasarTelefax: (0 68 41) 86 94

®

Tower crane

Tower crane

Tower crane

Tower crane

Tower crane

Mobile crane

Mobile crane

Mobile crane

Deck crane

Deck crane

Offshore crane

Offshore crane

Grabbing crane

Grabbing crane

Grabbing crane

Bulk handling rope

Bulk handling rope

Elevator

Container crane

Container crane

Floating crane

Floating crane

Electrical hoist

Ladle crane

Floating grab

Floating grab

Shovel

Shovel

Shovel

Dragline

Dragline

Dragline

Cable crane

Cable crane

Scraper

Scraper

Hoist rope

Boom hoist rope

Trolley rope

Installation rope

Pendant rope

Hoist rope

Boom hoist rope

Pendant rope

Hoist rope

Boom hoist rope

Hoist rope

Boom hoist rope

Holding- and closing rope

Pendant crane

Boom hoist rope

Hoist-, closing-, grab rope

Trolley- and compensation rope

Hoist rope

Hoist rope

Boom hoist rope

Hoist rope

Boom hoist rope

Hoist rope

Hoist rope

Holding- and closing rope

Pendant rope

Hoist rope

Crowd line

Boom line

Hoist rope

Drag rope

Boom hoist rope

Hoist rope

Trolley rope

Traction and haulback rope

Boom hoist rope

WHICH ROPE FOR WHICH APPLICATION?


ROTATION

Why are Casar Special Wire Ropesso rotation-resistant?

Conventional wire ropes try to untwist under load. Stability can oftenonly be achieved by overloading the core of the ropes.

Rotation-resistant Casar Special Wire Ropes are stabilized againstrotation by various technologies.

● A wire rope core, closed in the opposite direction of the outerstrands, creates a stabilizing moment.

● A compacted core increases the rotational stability.

● A favourable ratio of the metallic areas leads to stability withoutoverloading the core.

The high rotational stability of Casar Special WireRopes offers the user the following advantages:

● No block rotation even with great lifting heights.

● Long service life because of an untwisted rope structure.

● Great safety in crane operations.


torq

ue

fact

or

[–

]

0.12

0.08

0.04

0

-0.04

-0.080

CASAR Stratoplast

spec. rope twist [ deg mm/m ]500 500 10001000

op

enin

g m

om

ent

clo

sin

g m

om

entto

rqu

e fa

cto

r [

–]

untwisted closed

CASAR Powerlift

0.16

0.14

0.12

0.10

0.08

0.06

0.040 20 40 60 80 100 120 140

load [ kn ]

torq

ue

fact

or

[–

]

untwisted

-40°/m

-20°/m-10°/m

10°/m

20°/m

40°/m

0°/m

CASAR Stratoplastø 19/180

twisted

load [ kn ]

torq

ue

fact

or

[–

]

0 20 40 60 80 100 120 140

0.10

0.08

0.06

0.04

0.02

0

0.02

0.04

0.06

0.08

0.10

twisted

untwisted

10°/m

20°/m

40°/m

-10°/m

-20°/m

-40°/m

0 10 20 30 40 50 60 70

40 000

30 000

20 000

10 000

0

load [ % of minimum breaking load ]

spec

. ro

pe

twis

t [

deg

mm

/ m

]

8 x 36 IWRC

Stratoplast

Superplast

Quadrolift

Powerlift

Starlift

Powerplast

Eurolift

D

e

d

h

k Dedh

=====

torque factorrope spacing at blockrope spacing at topnominal rope diameterlength of fall

k < D • e4,8 • h • d

h >> D

CASAR Starliftø19/180

0.06

0.04

0.02

0

0.10

0.08

CA

SA

R S

up

erp

last

CA

SA

R T

urb

op

last

CA

SA

R S

up

erlif

t r

CA

SA

R T

urb

olif

t r

CA

SA

R S

trat

olif

t r

CA

SA

R S

trat

op

last

CA

SA

R S

tarl

ift

CA

SA

R A

lph

alif

t r

CA

SA

R Q

uad

rolif

t

CA

SA

R M

ult

ilift

F

CA

SA

R M

ult

ilift

0.12

DIAGRAMS: ROTATION

ROTATION 1: Torque factors for different Casar Special WireRopes. The torque factor is defined as the moment of the ropeunder a given load, divided by the load and the rope diameter.

ROTATION 2: Torque factors of Casar Stratoplast and CasarPowerlift against the rope twist (forcible twist). The high torque ofCasar Powerlift under forcible twist guarantees a high resistanceagainst rotation of the load.

ROTATION 3: Torque factor of Casar Stratoplast depending onthe load for different levels of rotation. For higher loads, theforcible twist does not influence the torque factor very much.

ROTATION 4: Torque factor of Casar Starlift as a function of theload for different levels of rotation. The forcible twist influences thetorque factor of the rope considerably. Any rotation of the loadcreates a high moment in the opposite direction, stabilizing thesystem.

ROTATION 5: Specific rope twist as a function of the load. Whentested on a swivel, 6-strand and 8-strand ropes untwisted undervery low loads. Casar Powerlift, Casar Starlift and Casar Power-plast only started untwisting at high loads.

ROTATION 6: Formula to determine the stability of a block. If theconditions of the formula are met, the block will be stable (staticsituation). The formula can also be used to determine the mini-mum rope spacing or the greatest stable length of fall.


EFFICIENCY

Why are Casar Special Wire Ropesso flexible?

● Modern machines demand flexible wire ropes.

Casar Special Wire Ropes are designed to provide maximum flex-ibility. The high flexibility is achieved by a combination of differenttechnologies.

● A larger number of wires and strands allows easier bending.

● Intensive lubrication in all stages of production reducesthe internal friction.

● The smooth surfaces of the compacted strands preventindentations and allow easier relative motion of the elements.

● Cold-resistant lubricants and cold-elastic plastics guaranteegood flexibility at low temperatures.

The high flexibility of Casar Special Wire Ropesoffers the user the following advantages:

● Improved running properties due to lower friction losses.

● Reduction of motor capacity.

● Easy handling during installation.

● Excellent spooling on the drum.


DIAGRAMS: EFFICIENCY

EFFICIENCY 1: Efficiencies of rotation-resistant steel wire ropeson sheaves with roller bearings for low loads. Casar Special WireRopes show higher efficiencies than conventional steel wireropes. D/d = 20

EFFICIENCY 2: Efficiencies of rotation-resistant steel wire ropeson sheaves with roller bearings for low loads. Most rotation-resistant wire ropes show lower efficiencies than non rotation-resistant wire ropes.

EFFICIENCY 3: Efficiencies of rotation-resistant steel wire ropeson sheaves with roller bearings for high loads. Casar Special WireRopes show higher efficiencies than conventional steel wireropes. D/d = 20

EFFICIENCY 4: Efficiency of a steel wire rope on sheaves withroller bearings against load for different sheave diameters. Theefficiency decreases considerably with decreasing sheave di-ameter.

EFFICIENCY 5: Efficiencies of steel wire ropes on sheaves withroller bearings against load for different temperatures. The influ-ence of low temperatures is minimized by the use of speciallubricants and plastics. D/d = 20

EFFICIENCY 6: Efficiencies of galvanized and ungalvanizedsteel wire ropes on sheaves with roller bearings for low loads.Galvanized ropes show lower efficiencies. D/d = 20

0 0.5 1.0 1.5 2.0

CASAR Stratoplast r

CASAR Stratolift r

CASAR Turbolift r

6 x 37 + Fe


effi

cien

cy [

% ]

100

700 0.5 1.0 1.5 2.0

80

90

CASAR Starlift ungalvanized

30 x d20 x d

10 x d


effi

cien

cy [

% ]

100.0

98.50 10 20 30 40

99.0

99.5CASAR Powerlift

18 x 7

CASAR Starlift


effi

cien

cy [

% ]

100

98

96

94

92

900 0.5 1.0 1.5 2.0

CASAR Powerlift -40°C (-40°F)

CASAR Powerplast 20°C (70°F)

CASAR Powerplast -40°C (-40°F)


effi

cien

cy [

% ]

100

700 0.5 1.0 1.5 2.0

80

90

CASAR Starlift galvanized

CASAR Starlift ungalvanized


effi

cien

cy [

% ]

100

98

96

94

92

90

100

98

96

94

92

900 0.5 1.0 1.5 2.0

CASAR Powerplast

CASAR Quadrolift

CASAR Powerlift


effi

cien

cy [

% ]

CASAR EuroliftCASAR Starlift

CASAR Starlift 20°C (70°F)


LEFT HAND OR RIGHT HAND LAY ROPE?

The choice of the correct direction of lay is essential for the proper functioning of a reevingsystem. A wrong direction of lay leads to torque build-up, to spooling problems and to structuraldamage to the rope.

One layer spoolingFor drums with one layer, the direction of lay has to be chosen according to the followingrule:

right hand drum - left hand lay ropeleft hand drum - right hand lay rope

Multiple layer spoolingWith multiple layer spooling, the direction of the spooling changes from layer to layer. So thedirection of lay of the rope would also have to be changed from layer to layer. Here the directionof lay should be chosen for the layer which is working the most.

right hand layer - left hand lay ropeleft hand layer - right hand lay rope

Multiple-part reevingIn a multiple part reeving system very often the influence of the fleet angles between the sheavesis greater than the influence of the drum. In this case, the direction of lay of the rope should bechosen depending on the direction of the reeving.

right hand reeving - left hand lay ropeleft hand reeving - right hand lay rope

And here is how you determine the direction of the winding of the drum or reeving system:Place yourself at the fix point ( ⊗) of the rope on the drum (at the reeving system) and follow theturns of the rope with your finger.

☞

☞ ☞

☞ ⊗⊗⊗⊗

⊗⊗⊗⊗

right hand drum - left hand lay rope left hand drum - right hand lay rope

If you move your finger counterclockwise, thedrum (reeving system) is left hand, and needsa right hand lay rope.

If you move your finger clockwise, the drum(reeving system) is right hand, and needs aleft hand lay rope.

☞ ☞

☞☞


ELASTICITY AND ELONGATION

What gives Casar Special Wire Ropesthe best stress-strain behaviour?

Conventional steel wire ropes often have insufficient modulus ofelasticity and too high permanent elongations.

Casar Special Wire Ropes are optimized with regard to their stress-strain properties by various features:

● The full steel construction provides a high modulus of elasticity.

● The compact rope structure guarantees minimal permanentelongations in the working range.

● The homogeneous load distribution on all rope elements createshigh elongations at break.

● The plastic layer absorbs dynamic energy.

The balanced stress-strain propertiesof Casar Special Wire Ropes

offer the user the following advantages:

● High rigidity of suspended structures.

● Less retentioning for suspended structures and positioningmachines.

● High safety against dynamic failure.


1.3

1.2

1.1

1.0

0.9

0.8

CA

SA

R S

trat

op

last

CA

SA

R T

urb

op

last

CA

SA

R S

up

erlif

t

CA

SA

R T

urb

olif

t

CA

SA

R S

trat

olif

t

CA

SA

R S

up

erp

last

CA

SA

R T

ech

no

lift

CA

SA

R A

lph

alif

t

mo

du

lus

of

elas

tici

ty

[ x

105

N/m

m2

]

3.0

4.5

4.0

3.5

CA

SA

R T

urb

olif

t

1.2

1.0

0.8

0.6

0.4

0.2 0 20 40 60 80 100

previous load [ % of minimum breaking load ]

8 x 19 FE

CASAR Stratolift

0 10 20 30 40 50

0.75

0.50

0.25

0

CASAR Stratolift

8 x 19 FE

3.0

4.5

4.0

3.5

CA

SA

RS

tarl

ift

CA

SA

RP

ow

erlif

t

CA

SA

R P

ow

erp

last

CA

SA

R R

amm

bo

lift

CA

SA

RQ

uad

rolif

t

4.72

elo

ng

atio

n a

t b

reak

[%

]

CA

SA

R E

uro

lift

1.3

1.2

1.1

1.0

0.9

0.8

CA

SA

R S

tarl

ift

CA

SA

R

Po

wer

lift

CA

SA

RP

ow

erp

last

CA

SA

R

Eu

rolif

t

CA

SA

R Q

uad

rolif

t

CA

SA

RR

amm

bo

lift

CA

SA

R

CA

SA

R T

urb

op

last

CA

SA

R

CA

SA

R

CA

SA

R

CA

SA

R A

lph

alif

t

Tec

hn

olif

t

Str

ato

pla

st

Su

per

pla

st

Su

per

lift

CA

SA

R S

trat

olif

t

4.65

mo

du

lus

of

elas

tici

ty

[ x

105

N/m

m2

]

elo

ng

atio

n a

t b

reak

[%

]

previous load [ % of minimum breaking load ]

per

man

ent

elo

ng

atio

n [

% ]

mo

du

lus

of

elas

tici

ty

[ x

105

N/m

m2

]

DIAGRAMS: ELASTICITY AND ELONGATION

ELASTICITY 1: Moduli of elasticity for non rotation-resistantCasar Special Wire Ropes. The modulus of elasticity of a steelwire rope is about half the modulus of plain steel. (Average valuesfrom a great number of tests)

ELASTICITY 2: Moduli of elasticity for rotation-resistant CasarSpecial Wire Ropes. The modulus of elasticity of a steel wire ropeis about half the modulus of plain steel. (Average values from agreat number of tests)

ELASTICITY 4: Elongation at break for rotation-resistant CasarSpecial Wire Ropes. The elongations at break range from 3.1 to4.7 percent. (Average values from a great number of tests)

ELASTICITY 6: Permanent elongation depending on the previ-ous load for Casar Stratolift and a conventional rope fibre core.The permanent elongation increases with increasing load. CasarStratolift shows a much lower elongation.

ELASTICITY 3: Elongation at break for non rotation-resistantCasar Special Wire Ropes. The elongations at break range from3.2 to 4.7 percent. (Average values from a great number of tests)

ELASTICITY 5: Modulus of elasticity depending on the previousload for Casar Stratolift and a conventional rope with fibre core.The modulus increases with increasing load. Casar Stratoliftshows a much higher modulus.


DIAGRAMS: ELASTICITY AND ELONGATION

ELASTICITY 7: Load-elongation diagram (Casar Powerplast).During the test, the computer determines the increase of themodulus of elasticity, the total and permanent elongation, theenergy absorption, the elongation at break, the diameter changeand other required data.

ELASTICITY 11: Specific energy of Casar Special Wire Ropes. ELASTICITY 12: Comparison of the stress-elongation- curves ofsteel, rope wire, strand and wire rope.

ELASTICITY 9: Rope diameter of a new rope depending on theload in a break test. During service, the rope diameter is of causereduced by additional factors, e. g., abrasion.

ELASTICITY 10: Absorbed energy at 80% of the minimumbreaking load for Casar Special Wire Ropes. Langs lay ropeshave a higher energy absorption than regular lay ropes, ropeswith an internal plastic layer have a higher energy absorption thanfull steel ropes.

ELASTICITY 8: Permanent elongation after unloading depend-ing on the time. The effect prestressing disappears to a greatextend with increasing time. Here 6-strand rope as an example.

elongation [ % ]0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

500

450

400

350

300

250

200

150

100

50

00

1.00

0.75

0.50

0.25

01 min 5 min 30 min 60 min 24 h

load 80 % of minimum breaking load



elo

ng

atio

n a

fter

un

load

ing

[

% ]

time after unloading

0

50

100

150

200

undrawnsteel

rope wire strand wire rope

elongation [ % ]

str

ess

[ k

p/m

m2 ]

load [ % of minimum breaking load ]0 20 40 60 80

0

2

4

6

8

10

12

spec

ific

en

erg

y [

Nm

/( m

• m

m2

) ]

A

B

C

A: energy input

B: energy output

C: energy converted into permanent deformation and heat

CASAR Dragplast

CASAR Stratoplast l

rop

e d

iam

eter

[ %

of

actu

al r

op

e d

iam

eter

]

load [ % of minimum breaking load ]0 10 20 30 40 50 60

100

99

98

97

Superlift

Starlift

StratoliftTurboplast rStratoplast lTurbolift r

Stratoplast r

Powerlift

6 WKP

Eurolift

load

[ k

N ]

abso

rbed

sp

ecif

ic e

ner

gy

[ N

m/(

m m

m2 )

]at

80%

of

min

imu

m b

reak

ing

load

0

2

4

6

8

10

12

CA

SA

R Q

uad

rolif

t

CA

SA

R P

ow

erlif

t

CA

SA

R S

tarl

ift

CA

SA

R T

ech

no

lift

CA

SA

R S

trat

olif

t

CA

SA

R T

urb

op

last

Kr

CA

SA

R T

urb

olif

t K

r/L

CA

SA

R D

rag

pla

st L

CA

SA

R T

urb

op

last

L

CA

SA

R R

amm

bo

lift

CA

SA

R P

ow

erp

last

CA

SA

R E

uro

lift

CA

SA

R S

trat

op

last


ELONGATION CURVES

The knowledge of the elongation properties of asteel wire rope can be of great importance to theequipment manufacturer or user. Therefore wepresent the load-elongation diagrams of the mostimportant Casar Special Wire Ropes, here.

The upper curves show the total elongationsdepending on the load. The lower curves showthe permanent elongations remaining in the ropeafter unloading depending on the previous load.

The diagrams show the average values of agreat number of cyclical loading and unloadingtests performed with ropes of different diametersand tensile strength. The diagrams are inde-pendent of the rope diameter. The influence ofthe tensile strength is negligible.

Please note: setting in the end fitting can causeadditional elongation.

R = Regular Lay; L = Langs Lay

0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

elo

ng

atio

n [

% ]

CASAR Powerlift

CASAR Starlift

CASAR Powerlift

CASAR Starlift


2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0800 20 40 60

CASAR Stratolift R

CASAR Turbolift R

CASARStratolift R

CASAR Turbolift R

elo

ng

atio

n [

% ]


elongation curves 1

elongation curves 3elongation curves 2

0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

CASAR Powerplast

CASAR Eurolift

CASAR Powerplast

CASAR Eurolift

elo

ng

atio

n [

% ]



ELONGATION CURVES

elongation curves 5

elongation curves 7elongation curves 6

0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

CASAR Turboplast R/L

CASAR Stratoplast R/L

CASAR Turboplast L

CASAR Turboplast R

CASAR Stratoplast R/L

0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

CASAR Superplast R

CASAR Superplast L

CASAR Superplast R

CASAR Superplast L

elo

ng

atio

n [

% ]


0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

elo

ng

atio

n [

% ]


0 20 40 60 80

2.0

1.8

1.6

1.4

1.2

1.0

0.8

0.6

0.4

0.2

0

CASAR Superlift R

CASAR Superlift R

elo

ng

atio

n [

% ]


CASAR Quadrolift

CASAR Quadrolift

elo

ng

atio

n [

% ]


elongation curves 4

CASAR Technolift

CASAR Douzeplast

CASAR Technolift

CASAR Douzeplast


24

22

20

18

16

14

12

106 7 8 9 10 11 12

ang

le o

f la

y [

deg

]

lay length factor [ – ]

161210

8

6

100

80

60

40

20

03 6 9 12 15 18

number of outer wires [ – ]

per

cen

tag

e o

f m

etal

lic a

rea

[ %

]

outer layer

inner wires

1.0

0.9

0.8

0.7

0.6

0.50 10 20 30 40

fill

fact

or

[ –

]

number of wires [ – ]

π

1615

10

5

03 6 9 12 15 18

number of outer wires [ – ]

spec

ific

su

rfac

e [

mm

2 / m

m •

mm

]

total surface of all elements

outer surface

surface of steel bar

650

600

550

500

450

400160 180 200 220 240 260

tensile strength [ kp/mm 2 ]

Bri

nel

l har

dn

ess

HB

30

[ k

p/m

m2

]

1/3/3 1/4/4 1/5/5 1/6/6 1/7/7

1/8/8 1/9/9 1/10/10 1/11/11 1/12/12

1/13/13 1/14/14 1/15/15 1/16/16 1/17/17

DIAGRAMS: GENERAL

GENERAL 1: Brinell hardness HB 30 of the wire surface depend-ing on the tensile strength of the wire.

GENERAL 2: Surface of a seale strand, divided by the stranddiameter and the strand length, depending on the number ofouter wires. The outer (exposed) surface is only slightly largerthan the surface of a steel bar, the total surface is much larger.

GENERAL 4: Percentage of the total metallic area for the outerand inner wires of a seale strand depending on the number of thecore increases steadily, and the percentage of the outer wiresdecreases steadily with increasing number of outer wires.

GENERAL 5: Seale strand 1+N+N, for N=3 to N=16. Withincreasing N, the diameter of the center wire is increasing whilethe diameter of the outer wires is decreasing.

GENERAL 3: Fill factor of a seale strand depending on the totalnumber of wires. The fill factor increases steadily with the numberof wires.

GENERAL 6: Angle of lay depending on the lay length factor for6-, 10-, 12-, and 16-strand ropes.


DIAGRAMS: GENERAL

GENERAL 7: Reduction of the metallic area by abrasion. Re-maining metallic area of the outer wire depending on the ratio ofthe width of the abrasion ellipse s vs. the wire diameter d.

GENERAL 8: Reduction of the metallic area by abrasion. Re-maining metallic area of the outer wire depending on the ratio ofthe remaining height of the wire h vs. the wire diameter d.

GENERAL 9: Quality control for rope wire according to DIN 2078.Number of required bends in a bending test depending on thewire diameter. R = radius of bend. Tensile strength 1770 N/mm2.

GENERAL 10: Quality control for rope wire according to DIN2078. Number of required torsions in a torsion test depending onthe wire diameter. Tensile strength 1770 N/mm2.

GENERAL 11: Quality control for rope wire according to DIN2078. Required weight of the zinc coating per surface unit andthickness of the coating for drawn galvanized and heavy galva-nized wires depending on the wire diameter.

0

100

90

80

70

60

50

40

30

20

10

rem

ain

ing

met

allic

are

a [

% ]

ratio h/d [ – ]0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0

dh

0

100

90

80

70

60

50

40

30

20

10

ratio s/d [ – ]0 0.2 0.4 0.6 0.8 1.0 0.8 0.6 0.4 0.2 0

d

s

b

bDaDidL

Da

=====

reel wideflange diameterbarrel diameterrope diameterrope length

< L < ( Da2 - Di2 ) b

4 d2

. .

..( Da2 - Di2 ) b

4 d2

. .

.

Di

π π 2

18

16

14

12

10

8

6

4

2

00 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

wire diameter [ mm ]

nu

mb

er o

f re

qu

ired

ben

ds

[ –

]

R =

1.7

5

R =

2.5

R =

3.7

5

R =

5

R =

7.5

R =

10

R =

15

wire diameter [ mm ]

0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

30

20

10

0

nu

mb

er o

f re

qu

ired

to

rsio

ns

[ –

]

0 1.0 2.0 3.0 4.0

0.035

0.030

0.025

0.020

0.015

0.01

0.005

260

240

220

200

180

160

140

120

100

80

60

40

20

0

heavy galvanized

drawn galvanized

wire diameter[ mm ]

wei

gh

t o

f th

e zi

nc

coat

ing

per

su

rfac

e u

nit

[

g/m

2 ]

thik

nes

s o

fzi

nc

coat

ing

[

mm

]

rem

ain

ing

met

allic

are

a [

% ]

GENERAL 12: Formula to calculate the rope length on a reel.


THE DRUM

The drum is an important element of a hoisting system. We distinguish betweengrooved and ungrooved drums, and between single and multiple layer drums. Inorder to guarantee good spooling on the drum, the following rules should beconsidered:

Single layer drum● The direction of layer of the rope has to be chosen opposite to the direction

of winding on the drum.

Multiple layer spooling● Wedges should be provided to help the rope to climb into the second

and third layer.

● The first layers must be installed under tension.

● The direction of lay of the rope should be chosen according to the rules(see page 22).

In the second and higher layers, adjacent wraps are no longer separated by thewalls on the drum, so that the wraps can form indentations. In order to avoidpremature rope destruction, the following rules should be observed in selecting thecorrect type of rope:

● In Langs lay rope, indentations between outer wires do not occur. So Langs layrope should be preferred to regular lay rope.

● In rope with compacted outer strands, indentations between outer wires do notoccur. So rope with compacted outer strands should be preferred to conven-tional rope (see page 31).

● Eight strand rope should be preferred to six strand rope (see page 31),because it has a more closely circular cross- section.

Under the pressure of the overwinding layers, the rope of the lower layers is subjectto high radial forces which might cause structural damage.

● Ropes with an internal plastic layer show excellent results because of their highstructural stability.


1 m = 1000 mm = 3,28 ft = 39,37 inch

1 kN = 101,97 kp = 0,10197 t metric-f = 224,8 lbs-f

1 N/mm2 = 0,10197 kp/mm2 = 145,04 p.s.i. = 10 bar

1 mm2 = 0,00155 sq.inch

1 metric t = 1000 kg = 1,102 short t = 0,9842 long t= 2204,6 lbs

1 kg/m = 0,672 lbs/ft.

CONVERSION FACTORS

Conventional outer strands:

Between conventional outer strands of adja-cent rope wraps, there is danger of mutualindentations of the outer wires. The indenta-tions can lead to severe external damage tothe ropes.

Compacted outer strands:

The outer wires of compacted outer strandscannot form indentations. This is why ropeswith compacted outer strands are so suitablefor multiple layer spooling.

Eight strand and ten strand ropes:

Eight strand and ten strand ropes do not formdeep indentations, because their cross- sec-tion is very round. This is why eight strandropes and ten strand ropes are so suitable formultiple layer spooling.

Six strand ropes:

Six strand ropes can form deep indentations,because they have deep valleys between theouter strands. The indentations can lead tosevere external damage to the ropes.

© Copyright 1991/1997 CASAR Drahtseilwerk Saar GmbH, content subject to alterations.Technical author: Roland Verreet, WRTA Wire Rope Technology Aachen.

Realisation, Layout and Typesetting: PR Werbeagentur u. Verlag GmbH, Aachen.

Length

Force

Tensile Strength

Cross Section

Weight

Weight per Length Unit

®

��

CASAR DRAHTSEILWERK SAAR GMBHCasarstraße 1 • D-66 459 KirkelPostfach 187 • D-66 454 Kirkel

Phone ++ 49-68 41/80 91-0Fax ++ 49-68 41/86 94

Sales Dept.Phone ++ 49-68 41/80 91-39/44Fax ++ 49-68 41/80 91-29

http://www.casar.de

technical documentation€¦ · r. verreet, technical documentation, 8/1997 computer aided rope...

Documents