wave propagation and impact in composite materials … · wave propagation and impact in composite...
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v
A CRITICAL SURVEY OF
WAVE PROPAGATION AND IMPACT
IN COMPOSITE MATERIALS
by F. C. Moon
prepared for NATIONAL AERONAUTICS AND SPACE ADMINISTRATION
NASA L e w i s Research Center Grant No. NGR 31-001-267
May 1973
PRINCETON UNIVERSITY Department of Aerospace and Mechanical Sciences
AMs Report No. 1103
https://ntrs.nasa.gov/search.jsp?R=19730021203 2018-06-28T21:54:46+00:00Z
I . Report No. I 2. Government Accession No.
17. Key Words (Suggested by Author(s))
Stress Waves, Composite Waves, Impact Stresses
NASA CR-121226 I 1. Title and Subtitle
18. Distribution Statement
Unclassified
A CRITICAL SURVEY OF WAVE PROPAGATION AND IMPACT I N COMPOS I TE MATE RIALS
19. Security Classif. (of this report) 20. Security Classif. (of this page)
Unclassified Unclassified
7. Author(s)
21. No. of Pages 22. Price"
13 5 $3.00
Francis C. Moon, Ph.D.
9. Performing Organization Name and Address
4 Aero Lab. Department of Aerospace and Mechanical Sciences Princeton University Princeton, New Jersey 08540
2. Sponsoring Agency Name and Address
National Aeronautics and Space Administration Washington, D. C . 20546
5. Supplementary Notes
3. Recipient's Catalog No.
5. Report Date May 1973
6. Performing Organization Code
8. Performing Organization Report No. AMs Report No. 1103
10. Work Unit No.
11. Contract or Grant No. NGR 31-001-267
13. Type of Report and Period Covered
14. Sponsoring Agency Code
6. Abstract
A review of the f i e l d of s t r e s s waves i n composite materials is presented covering the period up t o December 1972. and a summary is made of the major experimental resul ts in th i s f i e ld . models f o r analysis of wave propagation i n laminated, f i be r and pa r t i c l e reinforced composites are surveyed. pulses and shock waves i n such materials are reviewed. A review of the behavior of composites under impact loading is presented along with the application of wave propa- gation concepts t o the determination of impact s t resses i n composite plates .
The major properties of waves i n composites are discussed Various theoretical
Theanisotropic, dispersive and dissipative properties of s t r e s s
NASA-C-168 (Rev. 6-71)
ACKNOWLEDGEMENT
This research was supported by NASA/Lewis Research Grant NGR-31-001-267.
This repor t i s t o be published as a chapter i n Trea t i s e of Composite Mater ia ls ,
Broutman, Krock, Edi tors , Vol. 9 , S t ruc tu ra l Analysis and Design, C . C . Chamis,
e d i t o r , Academic Press .
- iii -
TABLE OF CONTENTS
Acknow 1 e dg emen t
Table of Contents
I. Introduct ion
11. Anisotropic Waves i n Composites
A. Wave Speeds
B . Wave Surf aces
C . Flexural Waves i n Orthotropic Plates
D. Surface Waves
E . Edge Waves i n Plates
F. Waves i n Coupled Composite P la t e s
111. Dispersion i n Composites
A. Pulse Propagation and Dispersion
B . Dispersion i n Rods and Plates
C .
D.
E . Continuum Theories f o r Composites
Dispersion i n a Layered Composite
Combined Material and S t ruc tu ra l Dispersion
F - Variat ional Methods f o r Per iodic Composites
I V . Attenuation and Sca t t e r ing
V. Shock Waves i n Composites
V I . Experiments
V I I . Impact Problems i n Comnosites
A. Introduct ion
B . Analytical Models f o r Impact
C . S t ruc tu ra l Presponse t o Impact
References
Captions f o r Figures
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7
10
13
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18
20
22
23
25
27
33
34
41
44
49
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61
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80
96
- 1 -
I. INTRODUCTION
S t r e s s waves i n composite materials a re of i n t e r e s t t o t h e engineer
both f o r t h e i r cons t ruc t ive -app l i ca t ion and f o r t he po ten t i a l damage t h a t
can occur when s h o r t durat ion stress pulses propagate i n a s t r u c t u r e .
S t r e s s waves have a cons t ruc t ive use as a d iagnos t ic t o o l t o measure
e l a s t i c p rope r t i e s , search f o r flows and t ransmit information. Such appl i -
ca t ion usua l ly involves waves i n the form of pulses o r u l t r a s o n i c s inu-
so ida l pu l se s . Seismologists have long been i n t e r e s t e d i n t h i s appl ica t ion
of stress waves, p a r t i c u l a r l y the study of waves i n layered media (see e .g .
Ewing e t a l . , 1957; Brekhovskikh, 1960). Early s tud ie s of laminated media
were aimed i n fact a t geophysical appl ica t ions (e .g . Anderson, 1961).
S t ruc tu ra l engineers however usua l ly r e l y on composite mater ia l s t o
sus t a in forces o r loads. When these forces are a r e s u l t of shock o r impact
on the s t r u c t u r e , t he forces w i l l be t ransmit ted through t h e s t r u c t u r e i n
t h e form of stress waves.
s t a t i c o r q u a s i - s t a t i c loads (v ibra t ions) can usua l ly be pred ic ted by
s t r u c t u r a l engineers , rou t ine methods f o r pred ic t ing the path
While the pred ic t ion of stress d i s t r i b u t i o n f o r
of stress pulses through a complicated s t r u c t u r e are not r ead i ly
The anisotropy and inherent ava i lab le ,even f o r homogeneous materials.
inhomogeneity i n composite materials f u r t h e r complicates t h i s problem.
The importance of impact stresses i n composite s t r u c t u r a l design can
b e s t be i l l u s t r a t e d by t h e appl ica t ion of these materials t o j e t engine
fan blades (see Goatham, 1970). In addi t ion t o t h e load requirements imposed
by cen t r i fuga l and v ibra tory fo rces , these blades must be designed t o
withstand t h e s t r e s s e s due t o impact with foreign objec ts such as b i r d s ,
- 2 -
ha i l s tones , s tones , and nuts and b o l t s . The r e l a t i v e ve loc i ty of t he
impacting body t o the blade can be i n the order of 450 meters pe r second
(1500 f t / s e c ) .
small impact times (< 50 1-1 sec) and the i n i t i a l transmission of t h e t o t a l
energy i n t o a loca l region of t he blade. The impact not only induces local
c ra te r ing o r s p l i t t i n g but long range damage away from the impact area can
r e s u l t from the r e f l e c t i o n of s t r e s s waves (spal l ing) from boundaries and
focusing e f f e c t s due t o changes i n blade geometry.
problem of foreign object impact involve
embedded high s t rength meshes and leading edge impact pro tec t ion .
The high speed impact of small ob jec ts r e s u l t s i n very
Solutions of t h e
considerable ingenuity,such as
Impact loads involve two fac to r s which are not considered i n s t a t i c
One i s the speed of propagation of t he stress pulse i n
In s t a t i c problems t h e deformation energy can be
s t r e s s analysis .
t he mater ia l .
d i s t r ibu ted throughout t he s t ruc tu re , but i n impact loading the volume of
energy s torage is l imi ted by t h e speed of propagation of t he waves i n
the mater ia l . For shor t time impact loads, a small amount o f energy i n
a small volume can r e s u l t i n s t r e s s e s which can f r ac tu re o r otherwise
damage the mater ia l .
The speeds of propagation of stress waves f o r a number of composites
a re shown i n Table I with comparable da ta f o r conventional s t r u c t u r a l
mater ia l s . These speeds depend on the d i r ec t ion i n which t h e
wave propagates ,and when the e l a s t i c l i m i t i s exceeded ,depend a l so on the
s t r e s s l eve l . These wave speeds a re motions averaged over a local region
of the composite involving many layers , f i b e r s o r p a r t i c l e s whichever i s
the case. Within each cons t i tuent , of course, t h e stresses propagate as
i n the respect ive homogeneous mater ia l s .
- 5 -
The second d i f fe rence between impact loading and s ta t ic loads i n
design i s the rate of change of s t r a i n .
of s t r a i n have been shown t o exh ib i t d i f f e r e n t s t rength proper t ies
Composites under high r a t e s
(Sierakowski e t a l . , 1970). Often t h i s r e s u l t s i n h igher ul t imate
s t r eng th with increasing s t r a i n rate.
While the f ac to r s of f i n i t e wave t i m e and rate dependent proper t ies
are common t o impact problems i n a l l s t r u c t u r a l materials, t he anisotropy
and inhomogeneity inherent i n composites requi res spec ia l a t t en t ion i n the
design of an impact r e s i s t a n t composite s t ruc tu re .
Anisotropic waves i n so l id s a re familiar t o those i n c r y s t a l physics
and seismology, however, these e f f e c t s are not well known i n s t r u c t u r a l
design where conventional i s o t r o p i c mater ia l s such as aluminum and s t e e l
a re o f t en used. Composite mater ia l s have the unique fea ture t h a t the degree
of anisotropy can be var ied i n t h e mater ia l and hence the ana lys t can
change the d i r ec t iona l d i s t r i b u t i o n of s t r e s s waves i n an impact zone and
perhaps avoid ser ious f a i l u r e o r f r ac tu re (perhaps by a judicious choice
of p ly lay-urp angles) .
The e f f e c t s of boundaries o r d i scon t inu i t i e s i n mater ia l p roper t ies
on s t r e s s waves a re well known (see Ewing e t a l . , 1957). When a s t r e s s
wave encounters a boundary,normal t o the wave f ron t , separa t ing mater ia l s
of d i f f e r e n t dens i t i e s and wave speeds, p , v , t he s t r e s s a t t h e surface
is changed t o
= 5 P 2 V2/(P1 v1 + P v 1 0 2 2
- 4 -
where cr would be t h e stress i n material rcl" i f the boundary were
not present . The product pv is ca l l ed the acous t ic impedence and
depends on the type of wave (e.g. shear o r d i l a t a t i o n a l i n i s o t r o p i c
0
s o l i d s ) .
Thus a wave o r ig ina t ing i n a "sof ter" material i . e . p v p2v2 1 1
always s u f f e r s a stress increase a t a boundary, This is indeed t h e case
f o r many composites e spec ia l ly those involving a compliant matrix, such
as epoxy, and a s t i f f f i b e r such as graphi te , g l a s s o r boron.
Another effect of inhomogeneity is dispers ion. Dispersion o f t h e
average composite motion r e s u l t s i n a d i s t o r t i o n of t h e stress pulse
as it propagates.
r ise time, o r per iod o f t he stress pulse decrease.
contaiaing compressional stresses can develop t e n s i l e stresses
The effects of dispers ion increase as the dura t ion ,
Thus a pulse i n i t i a l l y
as the wave propagates and perhaps induce micro-cracking i n t h e composite.
The l i t e r a t u r e on the subjec t of waves i n composites has expanded
enormously i n t h e p a s t few years and new t h e o r e t i c a l and experimental
r e s u l t s a r e s t i l l being repor ted . This review then can only summarize
the work t o the da te o f this wr i t ing . Also severa l good reviews have
appeared a t t h i s wr i t ing i n which t h e var ious t h e o r e t i c a l models f o r
waves i n composites have been discussed, (Peck, 1971, 1972, Achenbach,
1972).
This chapter w i l l be somewhat t u t o r i a l i n na ture r a t h e r than a
c r i t i ca l review of t h e var ious theo r i e s t o da t e . Instead I w i l l t r y
t o summarize the r e s u l t s t o da t e which seem t o be accepted i n t h e f i e l d
and which might be of use t o t h e s t r u c t u r a l dynamics ana lys t .
- 5 -
In the following sec t ions I w i l l discuss
i ) an iso t ropic waves i n composite s t ruc tu res (without dispersion)
i i ) dispers ion e f f e c t on waves
iii) s c a t t e r i n g and absorption o f waves
iv) shock waves i n composites
v) experimental r e s u l t s
v i ) the e f f e c t s o f impact
For a review of s t r e s s waves i n conventional s t r u c t u r a l mater ia l
see Miklowitz (1966).
- 6 -
11. ANISOTROPIC WAVES I N COMPOSITES
In t h i s sec t ion I w i l l review those aspects of e las t ic wave pro-
pagation i n an iso t ropic mater ia l s which a re re levant t o composites.
When the sca l e of t h e changes i n stress l eve l , ( r i s e d is tance , wave-
length, e t c . ) , i s much l a r g e r than the sizes of t he cons t i tuents
of composites ( f i b e r o r p a r t i c l e diameter, f i b e r spacing, p ly spacing,
e t c . ) t he mater ia l may be t r ea t ed as an equivalent homogeneous e l a s t i c
mater ia l as a f irst approximation. In a homogeneous medium, the wave
speeds a r e r e l a t e d t o the e l a s t i c constants and densi ty by r e l a t i o n s
of the type Pv = C , where C is an e l a s t i c constant. This r e l a t ion
*
2
has led t o the use of wave theory t o determine the e f f ec t ive e l a s t i c
moduli of composite mater ia ls when the wavelength becomes l a r g e r than
the s ize of t h e sca l e of inhomogeneity. Thus the de f in i t i on
where X i s the wavelength; ''a" is a s ize associated with t h e composite
elements (e.g. f i b e r spacing ,and v(x/a) is the phase ve loc i ty f o r a
given harmonic wavelength.
(1955) f o r a laminated medium and by Behrens (1967a) (1967b).
This method has been used by White and Angona
In t h e case of p a r t i c u l a t e composites o r dispers ion strengthened
composites t he equivalent model may be considered as i so t rop ic .
f o r f i b e r composites , laminates , and unid i rec t iona l eu tec to ids , t h e
But
* The exception i s t h e case of a composite p l a t e with bending-extensional
coupling.
- 7 -
equivalent s t r e s s - s t r a i n r e l a t i o n w i l l be an iso t ropic i . e .
kR e - t i j - ‘ijk!L
is the stress tensor and e the s t r a i n tensor . where t i j kR
A. Wave Speeds
The simplest wave t o consider is a plane wave with no ex terna l
boundaries present . For such a wave the displacement has the form
The vec tor 2 defines a plane r e l a t i v e t o the mater ia l axes and
v i s the speed of the wave. When Eqs. ( Z ) , (3) a r e put i n t o the
equations of motion f o r the mater ia l , the following eigenvalue problem
r e s u l t s
(‘ijk!L n k n j - P V k j ) % = 0 (4)
the Kronecker d e l t a . (See, e . g . ‘ i j where p i s t h e equivalent densi ty and
Musgrave (1954, 1970) ,and Kraut (1963)). In summary, f o r each wave
d i r ec t ion the re are th ree d i f f e r e n t waves
Ci) When the v (i) a r e d i s t i n c t , the th ree Polar iza t ion vectors
a re orthogonal. For i s o t r o p i c mater ia l s it is well known t h a t only
two speeds a re d i s t i n c t
- 8 -
These a re respec t ive ly t h e longi tudinal and t ransverse (shear) waves.
For an iso t ropic waves however such charac te r iza t ion is not poss ib le
except along symmetry d i r ec t ions .
For many composites, o r tho t ropic symmetry su f f i ces t o descr ibe
the mater ia l and nine e l a s t i c constants are required.
r e l a t i o n f o r t h i s case i s given by
The s t r e s s - s t r a i n
t 11
t 22
t 33
t 23
t 1 3
t 12
c c c 0 0 11 12 1 3
c c 0 0 22 23
c 0 0 33
G O 44
c o 55
C 61
e 11
e 22
e 33
2e 23
2e 1 3
2e 12
For s t r u c t u r a l appl ica t ions composites a re usua l ly used i n the
form o f rods o r p l a t e s . Consider, fo r example, t he in-plane motion
of a p l a t e with t h e x ax i s normal t o the midsurface, i . e . u = 0 . For wavelengths much l a r g e r than t h e p l a t e thickness we neglect t he
2 2
- 9 -
e f f e c t s of dispers ion. For t h i s case the equations of
motion fo r the in-plane motion i n the lowest approximation became
(see Figure 1)
a2u1 a2u1 a2ul A a2u3 + c13) ax ax 11 ax2 5 5 ax; 55
p - = c - + c - + ( C 1 3 1
a t 2
32U3 A a2u3 a2u3 A a h 1 + (' + c13) ax ax p - = c - + c -
1 3 a t 2 33 ax2 55 ax2 55 1 3
where
I\
c = c - c 2 / c 11 11 12 22
,. c = c - c 2 / c
33 33 2 3 22
A
c = c - c c /c 1 3 1 3 12 2 3 22
The constants
arrangement o f t h e composite cons t i tuents . C i j
can be determined from the proper t ies and geometric
For plane waves i n t h e p l a t e , two wave speeds e x i s t f o r each d i rec t ion
E = (cos (9, s i n 4) (see Figure 1) and are determined by
(A - pv2) (A22 - P V 2 ) - A2 = 0 1 1 12
where h
A = c cos*$ + c sin24 11 11 55
A
A = c sin24 + c cos24 22 33 55
A = A = (C + C ) sin4 cos4 12 2 1 55 13
- 10 -
The r a t i o A /A is determined by s u b s t i t u t i n g each root v2 i n t o
Eq . ( 4 ) , (k = 1, 3 ) . 1 3
These values have been ca lcu la ted f o r a number of composites (see
Moon, 1972a) and a re shown i n Figure 2 f o r 55% graphi te fiber/epoxy
matrix composite. As t h e fiber lay-upangle i s changed f o r t h e same
composite,the proper t ies of t h e waves are seen t o change dramatical ly .
The d i r ec t ion of p a r t i c l e motion r e l a t i v e t o the wave normal is
shown i n Figure 3 f o r 55% graphi te fiber/epoxy matrix fou r p ly lay-up
angles. For the O o , -1.45 lay-up angle cases, the d i r ec t ion of p a r t i c l e 0
motion tends t o l i e c lose t o t h e f i b e r d i r ec t ions f o r most wave normals.
The -1.15' and +30° lay-up angle cases present another departure from A
the i so t rop ic case. In both cases C > C . This means t h a t f o r 5 5 33
waves t r ave l ing i n t h e x d i r ec t ion the f a s t e r wave becomes t ransverse
and the slower longi tudina l . 3
This behavior i s a l s o found i n pine wood.
B. Wave Surfaces
The r e l a t i o n v ($ ) , i n Figure 3 , i s ca l led the ve loc i ty sur face .
However i f t he waves or ig ina ted from some point i n the p l a t e , t o an
observer at pos i t i on
t h a t corresponding t o t h e wave normal @ = O . If the a r r iva l , t i m e
is t = 1, t h e f irst plane wave, Q , t o a r r i v e a t t he poin t must
s a t i s f y
,O ) , t h e f i rs t s igna l t o a r r i v e may not be (ro 0
0
o r where z Q/V ;
- 11 -
s is c a l l e d the slowness vec tor and l /v ($) t h e slowness sur face (see
e .g . Kraut, 1963). The equation
the slowness plane ( s , s ) and E is normal t o t h a t l i n e . In addi t ion
;i = 1 must be tangent t o t h e locus of values l / v (+ ) given by
%
* % = 1, then represents a l i n e i n
1 2
Thus
r = 01Vg %
where 01 i s a constant .
This coupled with E q . (9) gives the pos i t i on , r , t o t h e first a r r i v a l
of a plane of normal n($) generated a t t he o r i g i n ,
This locus r (2 ) i s ca l l ed the wave surface and f o r in-plane p l a t e
motion, t h e r e e x i s t s two such sur faces .
f o r t h e system 55% graphi te fiber/epoxy matrix (Moon, 1972a).
These are shown i n Figure 4 , s
The equivalent e l a s t i c constants fo r f iber-matr ix svstems a t var ious
lay-up angles were obtained by Chamis (1971). These constants , which are
l i s t e d i n Table I1,are based on a s t a t i c ana lys i s o f an eight-ply p l a t e
using the known proper t ies o f each f iber-matr ix p ly .
The graphite-epoxy systems cont ras t s with o ther composite systems
because of i t s high s t i f f n e s s r a t i o ; C / C = 24 zero lay-mangle).
The ve loc i ty sur faces fo r l ay -upang les of +O , +15 , 230 , and +45 are 11 3 3
0 0 0 0
- 1 2 -
shown i n Figure 2 .
Examining t h e wave surfaces fo r graphite-epoxy, as shown i n Figures
4, 5, one sees t h a t t h e inner surfaces show pecu l i a r cusps and noncon-
vex i ty . This behavioT is a l s o characteristic of c r y s t a l systems such
as zinc. Unlike the na tu ra l c r y s t a l s , we can change t h e wave p rope r t i e s ,
without changing t h e material cons t i t uen t s , by varying t h e f i b e r laY-uP
angle. I t becomes c l e a r t h a t , as t h e anisotropy i n the ou te r
wave i s reduced , t he cusped behavior of t h e inne r waves increases .
This is due t o t h e increase i n shear wave anisotropy (Figure 2 ) .
Another pecu l i a r property of wave propagation i n t h i s composite
system can be noted by examination of t h e 245'
5 ) .
a r r i v a l plane wave i s l i s t e d . One can see t h a t t h e d i s t r i b u t i o n of
plane wave normals i s heavi ly concentrated a t pos i t ions on the wave
sur face c lose t o t h e f i b e r d i r e c t i o n s .
waves along t h e f i b e r d i r ec t ions . For t h e o ther f i b e r o r i en ta t ions ,
the d i s t r i b u t i o n of wave normals i s a l so concentrated a t those poin ts
on t h e wave sur face c lose t o t h e f i b e r d i r ec t ions but no t as densely
as i n t h e +4S0 lay-up case.
f i b e r lay-up case (Figure
On t h e o u t e r wave sur face , t he angle of t h e wave normal of t h e first
This might imply a focusing of
S imi la r r e s u l t s f o r t h e g l a s s fiber-epoxy composite system have
been ca lcu la ted (Moon, 1971). The r a t i o of s t i f f n e s s e s f o r t h i s case
C /C = 3.1 (zero laY-up angle) . The wave sur faces f o r t h i s system 1 1 3 3
show fea tu res similar t o t h e graphite-epoxy case.
- 13 -
The ve loc i ty and wave surfaces f o r a boron fiber/aluminum composite
were a l so calculated (Moon, 1971). However, t h e shear ve loc i ty i s almost
i so t rop ic and no cusps appear on t h e wave sur face .
Weitsman (1972) and (1973) has recent ly s tud ied waves i n a t ransverse ly
i s o t r o p i c composite with a r i g i d f i b e r cons t r a in t .
C . Flexural Waves i n Orthotropic P la tes
For t h e case when the motion includes displacements out of t he plane
of t he p l a t e , Mindlin (1961) and co-workers have formulated an approximate
theory t o describe Elexural waves i n an iso t ropic p l a t e s .
the p l a t e motion i s expressed i n a s e r i e s i n the thickness parameter i . e .
In t h a t theory
Y A
2 u = uo (x yx , t ) + u q x ,x ,t) + ...
1 1 1 3 1 1 3
" 2
n
u = uo (x ,x , t ) + u;(xl,x3yt) + ... 3 3 1 3
The average in-plane motion i s governed by Eqs. (7) while the functions
u o , u l , u1 2 1 3
are coupled together i n t h e equations;
- 14 -
I t should be noted t h a t i n the procedure used by Mindlin the coef-
f i c i e n t s C and C i n Eqs. (12) a re replaced by, K C and K C , 44 66 3 44 1 44
respec t ive ly . The cor rec t ion constants K and K were adjusted i n
order t o match t h e thickness shear v ib ra t ion mode. 1 3
Consider the f l exura l plane waves. One can show t h a t the only plane
wave so lu t ions of t h e form t h a t s a t i s f y Eqs. (12) a re harmonic funct ions,
t h a t i s ,
For bending motion, t h e phase ve loc i ty v depends on the frequency,
w = kv, as well as t he wave normal Q. Mindlin (1961) has examined
the dependence of v on w f o r var ious mater ia l an iso t ropies .
Thus t h e behavior of t he bending motion a t t h e wave f r o n t s cannot
be determined i n the same manner as was the extensional motion.
Consider t he motion a t the wave f r o n t only. Across t h i s f r o n t , one
imagines t h a t c e r t a i n q u a n t i t i e s have d i scon t inu i t i e s . The displacement
- 15 -
and t h e s t r e s s are assumed t o be continuous across t h e wave f r o n t but
d i s c o n t i n u i t i e s i n t h e second de r iva t ives of U are assumed. Such
waves are c a l l e d acce lera t ion waves.
I t can be shown [Moon, 1972) t h a t t he wave f r o n t s associated with
a jump i n t h e bending acce lera t ions a2u1/at2 and a2u1/at2 t r a v e l
a t t h e same speeds as t h e wave f r o n t associated with the extensional
motion. There is another wave f r o n t corresponding t o a jump i n t h e
q u a n t i t i t y a2uo/at2 . The speed f o r t h i s wave i s governed by the
equation
1 3
2
pv2 = c cos24 + c s in2+ 66 4 4
For the case of a composite with symmetric p l y o r i en ta t ion about t h e
midplane,
c = c 6 6 44
The bending wave f r o n t associated with t h e jump
a l l y i s o t r o p i c .
[a2u0/at2] 2
i s d i r ec t ion -
If both extensional and bending motions a re generated simultaneously
by impact, t h e two extensional and two bending wave f r o n t s w i l l t r a v e l
with t h e same wave speeds.
This conclusion does not hold if the laminate p l a t e has only
a few p lys . For example, Sun (1972b) has shown t h a t t he bending
and extensional wave f ron t s are d i f f e r e n t f o r a three-layered p l a t e
( O o , 90°, 0' f i b e r lay-up angle) . Thus the use of t he e f f e c t i v e
modulus theory t o p r e d i c t t he speeds of t he wave f r o n t s would appear
t o be v a l i d only when the number of p lys i s large (probably - > 10 l a y e r s ) .
- 16 -
The ana lys i s presented here is not unique. The same r e s u l t s can be
obtained i f one considers t he equations of motion from the method of
c h a r a c t e r i s t i c s .
For harmonic waves the r e l a t i o n between the frequency w and wave
number has th ree branches. For the lowest branch
(1) (k) % k 2 kb -+ 0
Thus f o r low frequencies the phase ve loc i ty
wavelength as i n i s o t r o p i c p l a t e s .
frequencies, v -+ (C / ~ ) l / ~ which is the i s o t r o p i c ve loc i ty of the
v = w/k depends on the
For sho r t e r wavelengths o r h igher
4 4
wave f r o n t s as discussed above. For the o ther two branches, (k) ,
~ ( ~ ) ( k )
an iso t ropic and equal t o the values calculated f o r in-plane p l a t e
waves.
t he phase v e l o c i t i e s a t high frequencies a re constant and
The d is t inguish ing f ea tu re about such waves i n composites i s t h a t
these dispers ion r e l a t i o n s depend on wave d i r ec t ion . In
Figure 6 , dispers ion curves f o r f l exura l waves are given f o r t h e wave
d i r ec t ions 0' , 90' f o r .t4So lay-up angle, f o r 55% graphi te f i b e r /
epoxy matrix composite using the d a t a i n Table 2 . I t should be noted t h a t these mathematical models a r e approximate
and w i l l break down f o r those Fourier components of t he wave with wave-
lengths of t h e order of t h e composite cons t i tuent dimensions.
considerations induce addi t iona l d i spers ion i n addi t ion t o t h a t due t o
the p l a t e sur faces .
Such
\
D. Surface Waves
In cont ras t t o t h e bulk waves discussed above, sur face waves are
motions with wave-like behavior along the surface o r i n t e r f a c e between
two d i f f e r e n t mater ia l s , and exponential decay with d is tance from the
- 1 7 -
surface. Thus i f x i s normal t o t h e sur face , a surface wave has
the following form f o r harmonic waves 3
-y(o)x3 eik(o)[x cosa + x s i n a - vCw)t] 1 2 u % e
* These waves a re known as Rayleigh waves (see e.g. Ewing e t a l . , 1957)
f o r a free surface and Stonely waves f o r an in t e r f ace .
For an or thot ropic mater ia l the ve loc i ty of such a wave t r ave l ing
i n the x d i r ec t ion on the surface of a ha l f space normal t o x
(Figure 7) i s given by t h e roots t o t h e following equation. 1 3
- pv2)]=0 (14) “13 - c 3 3 ( c 1 1 1’” c,, - PV2
c c (C - PV2) PV2 + [
3 3 5 5 1 1
Examination of t h i s equation reveals t h a t one r e a l root lies i n the
i n t e r n a l ,
Thus the Rayleigh wave speed i n t h i s d i r ec t ion is less than the shear
speed [C /< I1 l2 . The motion i s p lanar , i . e . u = 0 , and can be 55 2
* Another wave known as a Love wave e x i s t s f o r a surface with a l aye r of
d i f f e r e n t mater ia l .
- 18 -
shown t o be e l l i p t i c a l i n a plane normal t o the sur face .
The Rayleigh wave speed, however, va r i e s with d i r ec t ion i n the
plane of t he surface and has been shown by Musgrave (1954) t o give
a wave surface with cusps f o r ce r t a in anisotropic mater ia ls s i m i l a r
t o bulk shear waves. Also, the exis tence of such waves f o r a l l surfaces
i n the mater ia l has been vigorously debated i n the l i terature .
However, Lin and Farnell (1968) have found Rayleigh type so lu t ions for
a l l surfaces , though f o r c e r t a i n planes and d i rec t ions the va r i a t ion
of the motion from the surface combines exponential and harmonic
functions.
t o composites should be obvious.
While t h i s work has been applied t o c r y s t a l s , the appl ica t ion
E . Edge Waves i n P la tes
Waves confined t o the edges of p l a t e s should be important i n t h e
edge impact of p l a t e - l i ke s t ruc tu res e .g . j e t engine fan blades. When
the average p l a t e motion l ies i n the plane of the p l a t e , waves analogous
t o Rayleigh waves e x i s t f o r low frequencies. For motion out of t he plane
of t he p l a t e , f lexura l edge waves may propagate but a r e dispers ive even
a t low frequencies.
1. Extensional Edge Waves
As i n t h e case of bulk waves, we may look f o r plane s t r e s s Rayleigh A h
wave so lu t ions i n p l a t e s . By replacing C , C , C , by C , C 1 1 33 1 3 1 1 3 3
^c i n Eq. (14) values may be obtained f o r extent ional edge waves i n 1 3
aniso t ropic p l a t e s .
The extension of Eq. 14 t o p l a t e s must be made with caution since
t h e plane stress approximation breaks down at frequencies approaching
- 19 -
t h a t of t he first thickness shear modes f o r which t h e waves became
d ispers ive . McCoy and Mindlin (1962) have used a higher mode ana lys i s
t o examine such waves f o r i s o t r o p i c p l a t e s but t he extension t o
anisotropic p l a t e s does not seem t o have been made a t t h i s wri t ing.
2 . Flexural Edge Waves
Flexural edge waves f o r i s o t r o p i c p l a t e s using Mindlins p l a t e
theory has been s tudied by Kane (1954). No reference t o the problem
f o r an iso t ropic p l a t e s has been found by the author.
sketch of the procedure, l e t us consider t he low frequency c l a s s i c a l
As a b r i e f
an iso t ropic p l a t e equation f o r t he t ransverse displacement u u (x ,x ,t) 2 1 3
a4u a4u a 4 ~ a2u
11 ax4 1 3 55 ax2 ax2 332x4 a t2 (15) c - + 2(c + 2c ) + c - + p G - = O
1 1 3 3
where G = 12/h2 , h i s p l a t e thickness. For an edge wave propagating
i n the x d i r ec t ion w e look f o r so lu t ions of t he form 1
i (kx -ut) 1 u = A e-YX3 e
When the frequency is given, y and k a re r e l a t ed by the equation
The appropriate boundary conditions require the moment on the edge t o
be zero, i . e .
'i 2, a 2~ c - + c - = o
1 3 8x2 33 ax2 1 3
(17)
- 20 -
and the r e su l t an t shear contr ibut ions from shear force and edge torque
gradient t o vanish, i .e.
Choosing two values of y with negative r e a l p a r t , and applying t h e
boundary conditions, w e obtain an equation f o r t he phase ve loc i ty o f
these waves v = w/k
Let
Then B 2 + 4C B - C2 = 0 , (choose B > 0) 5 5 13
F. Waves i n Coupled Composite P la tes
Laminated p l a t e s made up of un id i rec t iona l p lys can have coupling
between t h e extensional o r inplane motion and the f l exura l o r out o f
plane displacements.
of motion f o r one dimensional waves i n t h e x d i r ec t ion , with u = 0 ,
assume t h e form (see Ashton, e t a l . , 1969)
Using an e f f e c t i v e modulous theory the equations
1 3
a 3u1 a4u2 a2u2 B - - D - = ph -
11 ax3 11 a d a t 2 1
- 2 1 -
In t h i s case there is no pure f l e x u r a l o r extensional wave.
w e have a coupled wave
Instead
i (kx-ut) e
with a d ispers ion r e l a t i o n
For low frequencies , o r when B /A2 << 1, t h e wave with dominant 11 1 1
extensional motion has t h e phase ve loc i ty
where v2 = A,,/ph . 0
Simi lar ly , f o r low frequencies (k -+ 0) o r small
with f l e x u r a l motion dominant, has t h e phase ve loc i ty
B,, , t h e mode
We might no te here t h a t t h e extensional shear wave i n t h i s d i r ec t ion
i s uncoupled from t h e f l e x u r a l motion.
coupling i s unique t o composites, it is supr i s ing t h a t such waves i n lami-
na ted s t r u c t u r e s have not received as much a t t e n t i o n t o da te as o t h e r t op ic s
i n dynamics of composites.
f ron t s i n laminated p l a t e s with bending-extensional coupling. He a l so observes
coupling of the inplane and f l e x u r a l motions i n the var ious waves.
Since t h e extensional-f lexural
Sun (1972b) has s tud ied the propagation of wave
- 22 -
111. DISPERSION I N COMPOSITES
One de f in i t i on of wave dispers ion is the d i s t o r t i o n of t he pulse
shape as it propagates through the mater ia l .
from at tenuat ion i n which energy i s sca t t e red out of t he waves o r con-
ver ted t o h e a t .
I t i s t o be dis t inguished
A more prec ise de f in i t i on of dispers ion rests on the
assumption of a l i n e a r mater ia l and the theorem t h a t any wave pulse i n
the mater ia l can be expressed as a l i n e a r sum of harmonic waves, e .g .
f o r a one dimensional wave t h e displacement might have the form
For a non-dispersive mater ia l t he phase ve loc i ty of a l l t h e harmonic
components are equal.
dynamics of i so t rop ic mater ia ls i n t h e form of rods, p l a t e s and s h e l l s .
Examples of wave dispers ion are common i n s t r u c t u r a l
Although the bulk waves i n e l a s t i c mater ia ls a re non-dispersive, the
introduct ion of bounding sur faces , which define the s t r u c t u r a l element,
causes the r e f l e c t i o n of these waves from the surface t o depend on
the wavelength ( A = 2n/k = 2nv/w) . . If rrarr represents a length
parameter (thickness, diameter) then ka o r wa/v become c r i t i c a l
parameters i n the problem of wave dispers ion.
I t is only na tu ra l then t o expect t h a t inhomogeneities such as
f i b e r s , laminates o r p a r t i c l e s i n a material matrix w i l l r esu l t i n a
g rea t e r dispers ion of waves as t he wavelength approaches the s ize o r
spacing of t h e composite cons t i tuents . I t should be noted here t h a t
when a composite i s used as a s t r u c t u r a l element there w i l l be two
- 23 -
sources of dispers ion; t h a t associated with t h e lengths of mater ia l
elements, e .g . f i b e r diameter, o r p ly thickness , and t h a t associated
with t h e s t r u c t u r a l dimensions.
w i l l become important f o r wavelengths much longer than those of t he
order o f t h e material elements.
I t should be expected t h a t t h e l a t t e r
There have been th ree general approaches t o mater ia l dispers ion
i n composites :
i )
i i )
exact so lu t ions of elastodynamic equations
approximate so lu t ions of elastodynamic equations
i i i ) micro continuum theor i e s
Several reviews on waves i n composites have appeared (Peck, 1971,
1972, Achenbach, 1972) i n which t h e various models f o r wave dispers ion
have been discussed. The reader i s r e fe r r ed t o these reviews f o r
de t a i l ed discussion of t he various approaches.
t r y t o summarize t h e p r inc ip l e conclusions of t he work on dispers ion
published t o da te .
A. Pulse Propagation and Dispersion
In t h i s Chapter I w i l l
While t h e o r e t i c a l descr ip t ions of dispers ion of ten employ an
i n f i n i t e t r a i n of harmonic waves, t he engineer i s more of ten in t e re s t ed
i n the propagation of stress pulses i n a medium.
l a t i o n of t h e e f f e c t s o f dispers ion i s s t ra ightforward. One decomposes
the s t r e s s pulse a t a given t i m e i n t o a spectrum of harmonic waves
and uses t h e phase ve loc i ty t o t r a n s l a t e each component wave, reconstruc-
t i n g the pulse a t a l a t e r time using Eq . (22).
last decade have made t h e execution o f t h i s procedure reasonably easy.
Conceptually, calcu-
Two developments i n the
- 24 -
One too l i s the d i g i t a l computer and t h e development of e f f i c i e n t Fourier
summing algorithms such as the "fast Fourier transform".
the ana ly t i ca l foundation developed by Skalak (1957) and o thers
f o r using an approximate d ispers ion r e l a t i o n f o r t he phase ve loc i ty
The o t h e r i s
'L % v (1 - ak2) 0 -
o r
v % v (1 - 6 2 ) 0 -
f o r large times a f t e r impact o r la rge d is tances from t h e wave source.
Peck (1971), Peck and Gurtman (1969) and others have explored i n d e t a i l
the e f f e c t s of dispers ion i n layered composites. They have demonstrated
t h a t a wave with a stress d iscont inui ty w i l l be smoothed out , t h a t stress
overshoot can occur, and t h a t an i n i t i a l compression pulse can develop
t e n s i l e s t r e s s e s as t h e wave propagates.
understood s ince the loca l inhomogeneities w i l l r e f l e c t p a r t of t h e
These e f f e c t s can be h e u r i s t i c a l l y
propagating s t r e s s d i scont inui ty a t each layer . Multiple r e f l e c t i o n s i n
each l a y e r w i l l delay p a r t of t h e pulse and e f f e c t i v e l y broaden the average
stress i n t h e pulse . Fur ther , the loca l inhomogeneities can change the
s ign of t he r e f l e c t e d stress as well as raise the s t r e s s at a l aye r
i n t e r f ace . Examples of t h e e f f e c t s of dispers ion a re shown i n Figures 8 , 9
where a fast Fourier computer rout ine was used. Case I (Fig. 8) involves the
example o f decreasing phase ve loc i ty with frequency. I t has been shown
(Peck, 1971) t h a t when t h e input i s a s t e p i n stress t h e response is
r e l a t e d t o an i n t e g r a l of t h e Airy func t ion
- 25 -
Smoothing of t h e s t r e s s jump can be seen i n Figure 8,as well as t h e
overshoot r i g h t after t h e a r r i v a l of the pulse . A t t h e t a i l end, t he
s t r e s s is seen t o change s ign . This dispers ion is c h a r a c t e r i s t i c
of longi tudina l waves propagating down the f i b e r s o r layers as well
as across t h e l aye r s .
Case I1 involves increasing phase ve loc i ty with frequency o r
wave number.
the f i b e r s o r l aye r s .
previous case, i n t h a t s t r e s s r eve r sa l obtains f o r e a r l y time.
This case i s found f o r shear waves propagating down - In Figure 9 , the response seems t o mirror t he
B. Dispersion i n Rods and Pla tes
Mechanicians have long been familiar with t h e effects of geometric
d i spers ion when c l a s s i c a l mater ia l s take the form of rods and p l a t e s .
For i s o t r o p i c cy l ind r i ca l rods the long wavelength dispers ion r e l a t i o n
was given by Chree (1890) and o thers
where I, is Poissons r a t i o , and a i s the rod r ad ius . For an iso t ropic
rods an equivalent dispers ion r e l a t i o n f o r t h e phase ve loc i ty (neglecting
mater ia l dispers ion) was worked out by Pot t inger (1970)
v 2 v [l - B ~ 1 2 ( k a ) 2 ] 1 ka << 1 0
1 1 V I = - [S2 + s2 + - s2 + s2 15 + s2 16 ] 1 / 2 13 1 4 12 42-S
1 1
- 26 -
where v i = 1/S P , are t h e e las t ic compliances of t h e
composite. Pot t inger po in ts out t h a t t h e accuracy of t h i s approxi-
mation depends on the values of u t and a/A. For 2% deviat ion from t he exact
dispers ion r e l a t i o n , 2a/A < 0.6 f o r u t = 0.1, and 2a/A < 0.16 f o r V ' = 0.4.
and Sij 1 1
If t h e f i b e r d i r ec t ion of a unid i rec t iona l composite i s var ied
r e l a t i v e t o t h e rod axis , d i f f e r e n t dispers ion r e l a t i o n s are obtained
f o r each angle.
composite.
An example is shown i n Figure 10 f o r a Boron-Aluminm
For a longi tudinal wave i n a p l a t e one can der ive a similar d i s -
pers ion r e l a t i o n f o r
i n e r t i a . For a wave
normal t o the p l a t e ,
anis o t rop i c p 1 a t e s i n co rpo ra t ing the t ransverse
propagating i n t h e x d i rec t ion , and x
t h e phase ve loc i ty is given f o r long wavelengths 1 2
,. where C w a s defined i n E q . ( 7 ) , and d is t h e p l a t e thickness .
11
The Eqs. (24) , (25) neglect t he mater ia l d i spers ion due t o t h e
inhomogeneous na ture of t h e composite, which becomes increasingly
important as the wavelength approaches the scale of t h e s ize of t h e
cons t i tuents . Such e f f e c t s are considered i n the next sec t ion .
- 27 -
C. Dispersion i n a Layered Composite
We now examine the propagation of e las t ic waves i n a s o l i d made up
of a l t e rna t ing layers of d i f f e ren t material s t i f f n e s s e s and dens i t i e s .
This model.has been used by many authors t o examine the e f f e c t s of
dispers ion i n composites (Peck and Gurtman, 1969; Sun, Achenbach, Herrmann,
1968).
authors have given a t t en t ion (Rytov, 1955). The wave concept f o r t h i s
system i s the same f o r connected d i sc re t e p a r t i c l e chains as described
by Br i l lou in (1963).
I t i s a l so an important problem i n seismology t o which numerous
A c e l l is defined as two adjacent l aye r s . A loca l c e l l coordinate
rl
pos i t ion t o any p a r t i c l e i n the composite is given by
a i s the c e l l length, a = d + d . A displacement wave i n the direc-
t i o n normal t o the layer ing has the form
w i l l be used t o d is t inguish one c e l l p a r t i c l e from another. The
x = na + rl where
1 2
We can consider e i t h e r longi tudinal waves f o r which u represents
a displacement normal t o t h e layer ing o r a t ransverse wave where u repre-
s en t s t he displacement p a r a l l e l t o t he layer ing.
0
the longi tudinal speed of sound i n t h e mater ia l .
w i l l represent t h e shear s t r e s s and
the mater ia l .
In the former case l e t
be t he normal s t r e s s on any plane p a r a l l e l t o t h e layer ing and c
For t h e t ransverse case cr
c t h e speed of a shear wave i n
The balance of momentum is given by t h e following equation
- 28 -
along with t h e s t r e s s - s t r a i n r e l a t ion ;
These equations must be s a t i s f i e d i n each of t he two materials and
the so lu t ions i n each l aye r must satisfy boundary conditions of cont inui ty
of s t r e s s vector and displacement. Solutions which s a t i s f y the above
equations and t h e cell boundary conditions a t 11 = 0 are given by
wQ + B s i n a] ikna U (rl) = e [A cos - In C C
1 1
WQ
C 2
B s i n -1 wn p 1 c o l [A COS - + ikna C P C
u (11) = e 2n 2 2 2
- i w t (The f a c t o r e has been dropped f o r convenience). [The term pc is
ca l l ed the acous t ic impedence and i s proportional t o the r a t i o of stress/
ve loc i ty and is analogous t o the same concept in e l e c t r i c a l systems.]
The boundary conditions a t t he nth c e l l - (n + l ) th cel l i n t e r f ace
y i e l d two homogeneous a lgebra ic equations f o r A, B and a l so gives
the dispers ion r e l a t i o n .
wd2 s i n - s i n - wdl w d 2 (1 + P2) cos - - U d l cos ka = cos - C C 1 2
C C 2P 1 2
- 29 -
This r e l a t i o n is pe r iod ic i n k and symmetric about t he k = 0
ax i s . For each k i n the Br i l lou in zone, -IT < k a 2 IT t he re -
are an i n f i n i t e number o f values f o r w and hence an i n f i n i t e
number of branches. There is one acous t ic branch f o r e i t h e r t ransverse
o r longi tudinal waves and may be obtained f o r long wave lengths by
expanding Eq. (26) about k = 0 , w = 0 ;
w = V k 0
where
2 2 (l+p2) d ld2
L = V [-+I + 1-q + 2p a 2 c c 1 2 0
When the acous t ic impedances a re equal
v c C 0 1 2
which is j u s t t h e sum of the times f o r a wave t o t r ave r se each of
t he layers i n t h e cel l .
- 30 -
For t h i s case the waves a re non-dispersive. This i s t r u e because the re
a re no r e f l e c t i o n s a t an i n t e r f a c e of two mater ia l s when t h e acous t ic
impedances a re matched.
If the successive branches a re t r a n s l a t e d t o successive zones,
the dispers ion r e l a t i o n takes t h e character of a continuous homogeneous
medium, as shown i n Figure 11. However there are s top bands pro-
por t iona l t o the mismatch of impedance. This behavior i s a l s o char-
a c t e r i s t i c of quantum e lec t ron waves i n a per iodic p o t e n t i a l of a
conducting s o l i d .
For long wavelengths the d ispers ion r e l a t i o n Eq. (26) can be
expanded about w = 0 , k = 0 ,
r e l a t i o n f o r t he lowest o r "acoustic" wave mode.
t o obtain an approximate dispers ion
v v (1 - a(kd)2) 0 -
where
and
6 = d /a , 6 = d /a. 1 1 2 2
Note t h a t when p = 1, a = 0 .
- 31 -
The long wavelength phase ve loc i ty can be shown t o be r e l a t ed t o t h e
equivalent s ta t ic homogeneous e l a s t i c constant f o r the mater ia l , i . e .
f o r longi tudinal waves
v; = c /p 1 1
p = p v + p v 1 1 2 2
and
where , V = d / (d l+d 1 V = d / (d l+d ) 1 1 2 2 2 2
In the terminology of Herrmann and Achenbach (1968)
t o the e f f e c t i v e modulus,
s t i f f n e s s which i s frequency o r wavelength dependent.
vo i s r e l a t ed
whereas v is r e l a t e d t o an e f f e c t i v e 1
More general ly consider a composite made up of th ree dimensional
repeat ing c e l l s , such t h a t
is a la t t ice vector between corresponding points i n any two c e l l s .
vectors a re ca l l ed a bas i s set f o r t h e mater ia l . One can think of the
mater ia l p roper t ies p , Ci j as per iodic functions i . e . p (x) = P (x + ,&I.
I t is well known t h a t wave-like so lu t ions e x i s t f o r such a medium of
the form
& = Rel + m@2 + ne ( R , m, n , in tegers ) 3
The
- 32 -
Thus the motion var ies by a constant phase f ac to r from cell t o c e l l
and the problem is reduced t o f inding the motion i n a s ing le cel l
i . e . U (r) defined by & = 0 . Further i f one wr i tes 'Lo 'L
i k * r 'LO u ($1 = e 'L 'L ,wo(x)
The function !(g) must be per iodic ,
y0ca + &I = ,wo($)
For f i b e r composites i n two dimensiona, per iodic arrays one would
have only two bas i s vectors i n t h e plane normal t o the f i b e r d i rec t ions
but s imi l a r proper t ies on 8 would obtain.
Other work on the laminated composite includes t h a t of Sve (1971a, 1971b) who
examined thermoelast ic e f f e c t s and waves oblique t o the layer ing.
In addi t ion t o t h e layered o r laminated composite, dispers ion i n
f i b e r o r rod reinforced composites has been s tudied. Approximate
solut ions f o r t h i s problem were given by Puppo e t a l . (1968), Haener
and Puppo (1969), Jones (1970) and Ben-Amoz (1971). Jones shows the
phase ve loc i ty f o r longi tudinal waves t r a v e l i n g down the f i b e r s ,
mode dispersed down f o r t h e lowest mode, as i s indicated by experiments.
( h a y e t a l . (1968), Tauchert and Guzelsu (1972)). He a l so ca lcu la tes
- 33 -
t he cutoff frequency of t h e second mode ,for lon
terms of the matrix and f i b e r p rope r t i e s .
D.
n a l w
Combined Material and S t ruc tu ra l Dispersion
As mentioned above, dispers ion due t o s t r u c t u r a l geometry (e.g.
i n rods o r p l a t e s ) and dispers ion due t o material microgeometry (e.g.
f i b e r s i z e and spacing) have been s tudied separa te ly but i n ac tua l
s t ruc turesboth a re present .
these e f f e c t s a r e examined simultaneously is t h e theory of laminated
A class of problems i n which both o f
p l a t e s and s h e l l s . Multi layer p l a t e s have been s tudied by Jones (1964),
Sun and Whitney (1972), Biot (1972), Dong and Nelson (1972) , Scott
(1972), and Sun (1972a). The study of waves i n c i r cu la r ly laminated
rods o r s h e l l s of two mater ia ls has received a t t en t ion from Lai (1968),
McNiven e t a l . (1963) , Armenakas (1965), (1967) Whit t ier and Jones
(1967) and Chou and Achenbach (1970).
One can perhaps hazard a guess as t o t he comparison of t h e two
e f f e c t s on pulse propagation by an appeal t o the head of t he pulse
approximation discussed above. For longi tudinal waves i n a rod o r
p l a t e t he dispers ive r e l a t i o n f o r a non-dispersive mater ia l has t h e
form, f o r long wavelengths
where a i s a s t r u c t u r a l thickness o r diameter var iab le . The constant
v is r e l a t e d t o t h e square root of an elastic modulus.
m a1 i s i i s p as i n a t e o r f i b e r
If t h e 1
- 34 -
the constant v
ness which i t s e l f depends on t h e wavelength
i s r e l a t ed t o t he square root of an e l a s t i c s t i f f - 1
v '" vo[ l - 1
B2 21
where b is a f i b e r diameter o r lamination thickness. The combined
e f f ec t s of both s t r u c t u r a l and mater ia l dispers ion thus have the form
In most composites, b/a << 1 , s o t h a t it would appear t h a t t he e f f e c t
of mater ia l dispers ion, where the s t r u c t u r a l geometries guide the waves ,
can only become important when 6 >> a.
I
The corresponding problem f o r a composite beam has been examined
i n de t a i by Sun (1972) i n which he examines waves i n a laminated beam
using an e f f ec t ive s t i f f n e s s continuum theory assuming t h a t each
layer obeys the Timoshenko beam assumptions.
f o r a t en layered p l a t e with both an exact analysis and an e f f e c t i v e
modulus Timoshenko beam theory. For a l t e rna t ing layers , of shear
moduli i n t h e r a t i o o f 100, he found t h a t the e f f ec t ive modulus
model, based on Voight averaging of t he constants , agreed with the
exact analysis f o r 2 W h > l where h is the t o t a l beam thickness .
For waves o f sho r t e r wave length the e f f ec t ive modulus model deviated
subs t an t i a l ly from t h e microstructure and exact models.
E . Continuum Theories f o r Composites
Sun compared h i s theory
When t h e dimensions of t h e cons t i tuents of a mixture (e.g. f i b e r
- 35 -
diameter, p ly thickness) are much smaller than t h e s t r u c t u r a l dimen-
s ions , t he engineer is of ten s a t i s f i e d with averages o f t he motions
of t he cons t i tuents . In such cases a continuum model may s u f f i c e
t o describe the motion i n which t h e inhomogeneities a re "smoothed
out".
t o describe conventional s t r u c t u r a l materials which have a hetero-
Examples of such are found i n the use of classical e l a s t i c i t y
geneous gra in s t ruc tu re . A similar model f o r laminated composites,
using an e f f e c t i v e modulus theory has already been discussed above
which does not include mater ia l dispersion of waves (Chamis, 1971).
Attempts t o construct continuum descr ipt ions of dispers ion i n
composites have been var ied , bu t there a r e y i n generalytwo bas i c
approaches. The axiomatic method, is character ized by
the assumption of a s tored energy function with c e r t a i n funct ional
dependence on t h e deformation descr ip tors .
var iab les include descr ip tors f o r t he motion of t he microconsti tuents ,
The kinematic
e.g. f i b e r s o r p a r t i c l e s , i n addi t ion t o the average motion
a t a po in t . Examples of t h i s method are given by Mindlin
(1964) , theory of "microstructure i n e l a s t i c i t y " , Eringen (1966 , 1968)
Eringen and Suhubi (1964), theory of micropolar e l a s t i c i t y and micro-
morphic continua respec t ive ly , and a l so a mixture theory approach
by Green and Naghdi (1965).
broad c lass of mater ia ls and i n t h e l inear ized version of these theor ies ,
These theor ies attempt t o character ize a
contain a g rea t number of material constants which must be determined
by experiment. Ozgur (1971) f o r example has used Eringen's micropolar
theory i n an attempt t o descr ibe or thot ropic f i b e r composites. H i s model
- 36 -
uses 30 material constants as compared t o 9 constants f o r classical
or thot ropic e l a s t i c i t y .
d i spers ion phenomena but does not p red ic t dispers ion f o r longi tudinal
waves.
This theory r e s u l t s i n t h e cor rec t shear
In con t r a s t t o t h e f i rs t method the second approach starts
from an assumption o f a knowledge of t h e proper t ies of each cons t i tuent ,
and by averaging, "smoothing" and energy methods t r i e s t o a r r i v e at
a continuum formulation i n which the material constants are known i n
terms of t he p rope r t i e s of t h e cons t i tuents . An example of t h i s method
has been given by Achenbachand Herrmann (1968a) (1968b) i n which t h e
microelements a re f i b e r s embedded i n an e l a s t i c matrix. The f i b e r s
were assumed t o behave as Timoshenko beams.
continuum is assigned two kinematic va r i ab le s , t h e average displacement
a t a poin t x , and the f i b e r r o t a t i o n vec tor which i s independent
of t he vec tor . The r e s u l t i n g theory thus has s i x d i f f e r e n t i a l
equations o f motion t o be s a t i s f i e d a t each poin t .
able t o p red ic t d i spers ion f o r shear waves.
t he f i b e r s and motion t ransverse t o t h e f i b e r s t he following d ispers ion
r e l a t i o n i s obtained
Each po in t i n t h e equivalent
These authors are
For a wave normal along
k2(1 + 5 (kr )2) I . I ,
p" .2 'Lc 4 4
77
where p * is t h e composite dens i ty , C an e f f e c t i v e shear modulus,
rl Ef , r , t h e f i b e r modulus and 4 4
t h e volume f r a c t i o n o f f i b e r , and
- 37 -
r a t i o n respect
polymer matrix t h e r a t i o
dispers ive effect of t h e reinforce
wavelengths much l a r g e r than t h e f i b e r diameter. This model however
does not p red ic t dispers ion f o r longi tudinal waves. This problem
was solved q u i t e successful ly i n a s e r i e s of papers by Sun e t a l . (1968),
Achenbach e t a l . (1968) f o r t h e case of a laminated composite and by
Achenbach and Sun (1972) f o r a f i b e r re inforced composite.
dispers ion r e l a t ions predicted t h e cor rec t phenomenon at low
frequencies, Figure 1 2 . The exact harmonic wave so lu t ion f o r a l t e rna t ing
The r e su l t i ng
e l a s t i c i s o t r o p i c layers was obtained by Sun e t a l . (1968) and compared
with the continuum theory dispers ion r e l a t i o n . These r e s u l t s (Figure 12)
show good agreement a t low frequencies and f o r mater ia ls whose moduli
do not d i f f e r very much.
A similar method has been employed f o r f i b e r composites by Wu (1971).
In these methods, one e s t ab l i shes a loca l cell at each point
continuum containing a f i b e r and p a r t of t he matrix.
3 i n t he
Embedded i n the
c e l l is a loca l coordinate system 6 . There is assumed a t each poin t
x , a loca l o r microdisplacement f i e l d . In the case of Wu t h i s takes
the form
%
f o r i n g f i d matrix. In the
- 38 -
Achenbach and Sun (1972) they assume d i f f e r e n t forms of displacement
f i e l d s f o r f i b e r and matrix mater ia l i n each c e l l .
Thus f o r r < a , c l = r cos 8 , 5 = r s i n e 2
and f o r r > a
This procedure i s repeated f o r neighboring c e l l s and t h e average d i s -
placements along t h e adjoining c e l l boundaries a re matched. In the
model of Wu (1971) t h i s r e s u l t e d i n cons t r a in t equations on t h e loca l
c e l l s t r a i n s
S imi la r r e l a t i o n s a re obtained i n t h e mode, of Achenbach and Sun. The
concept of a loca l cons t r a in t was first introduced i n these theo r i e s
i n t h e e a r l i e r work of Sun, Achenbach and Hermann (1968) f o r t h e laminated
continuum.
To obta in equations of motion i n these methods the loca l displace-
ment Eq. (28) i s put i n t o cons t i t u t ive equations for t h e f i b e r and
- 39 -
matrix. The r e s u l t i n
over t h e cell c
volume t o y i e l d t
A similar procedure is ca r r i ed out f o r the k i n e t i c energy densi ty a t 4
T(z, 4). equations of motion and boundary conditions
Hamilton's p r inc ip l e is then used t o f ind the d i f f e r e n t i a l
sulj ject t o t he cons t ra in ts between xy 4, (e.g. Eq. (29)) and where W
is the work done on t h e boundary.
Grot (1972) has recent ly completed similar work on the f i b e r composite
continuum and has obtained very good agreement with t h e experiments of
Tauchert and Guzelsu (1971), Achenbach (1972) i n another review i n t h i s
series discusses t h e continuum models of composites.
Other work of a similar na ture includes Ben-hoz (1968), Barker (1970),
Bartholomew (1971), Bolotin (1965), Gurtman e t a l . (1971) Hegemier (1972)
and Koh (1970). Several mixture theor ies have been developed i n which the
contains terms proprotional t o the difference (,u (13- cL u12))
between the average displacements of each const i tuent (e.g. f i b
les of t h i s a r e the works of Bedford and Stern (1971),
work,applied t o
s i t e , estimates t an given i n
- 40 -
terms of the f i b e r and matrix proper t ies and geometry.
models have been given by Lempriere (1969) and Moon and Mow (1970) f o r
spher ica l p a r t i c l e s i n a matrix.
Other mixture
Two comments regarding continuum theor ies of composites a re i n
order before f in i sh ing t h i s sec t ion . First , when the mathematical
s t ruc tu re of these ad hoc continuum models a re examined, one notes a
s imular i ty with t h e axiomatic theor ies discussed e a r l i e r .
of Sun e t a l . compares with Mindlins (1964) mic roe la s t i c i ty theory and
Wu's model compares with Eringen's micromorphic thoery.
Achenbach (1968) have discussed the appl icat ion of Cosserat theory of
continua t o composite mater ia l s . While spec ia l ized , these ad hoc
theor ies however have the advantage of predict ing the e f f e c t i v e
mater ia l constants f o r t he composite i n terms of t he mater ia l constants
of the cons t i tuents . This approach enables the analyst t o quickly
check h i s predicted dispers ion r e s u l t s ,
while i n t h e more general theor ies such confirmation is not b u i l t i n t o
the theory.
Thus the model
Herrmann and
The second remark concerns the usefulness of continuum theor i e s .
While it is remarkable t h a t t h e laminate continuum theory of Sun e t a l .
(1968) checked so very well with exact theory, what is more remarkable
is t h a t i n so fa r as wave propagation is concerned the d i g i t a l computer
was s u f f i c i e n t t o provide t h e exact dispers ion r e l a t i o n .
of ana ly t i c methods not withstanding,continuum models of composites w i l l
c e r t a in ly f ind s t rong competition from computer or ien ted methods (such
as the f i n i t e element method) i n the fu tu re .
The e f f icacy
- 41 -
F. Var ia t iona l Methods f o r Per iodic Composites
When the cons t i tuents o f a composite are arranged i n a per iodic
array,such as a laminated medium o r a f i b e r composite with uniform
spacing, t he displacements and stresses under harmonic waves Can
This problem i s ca l l ed
Thus
be represented by per iodic funct ions.
"Floquet theory" i n t h e subjec t of d i f f e r e n t i a l equations.
t he problem i s reduced t o f inding a so lu t ion i n one c e l l . Such
problems have analogues i n s o l i d s ta te theory of e lec t ron waves
i n per iodic po ten t i a l s . The so lu t ion of the Schroedinger equation f o r these
problems by va r i a t iona l methods has been out l ined by Kohn (1952).
The extenst ion of these methods t o per iodic composites has been made
by Kohn e t a l . (1972) , who applied the theory t o a laminated composite.
Wu (1971) has applied the va r i a t iona l method of t he above authors t o
a wave propagation normal t o a per iodic f i b e r composite mater ia l .
Wheeler and Mura (1972) and TobBn (1971), have looked a t similar
problems.
According t o the Floquet theory, wave l i k e so lu t ions t o the
equations of motion i n a pe r iod ic medium are themselves represented
i n terms of per iodic functions
- i w t i (k-x-ut) = U ($)e
0 = !iy.tf)e
- 42 -
where 8 i s a l a t t i c e vector . If one writes the stresses i n the
form
- i w t = 6. .e t i j ij
the equations of motion become
+ p W2Uk = 0 OkR , R
A statement of a va r i a t iona l theorem is as follows; (Kohn e t a l . ,
The problem of f inding so lu t ions t o the equations of motion i n
terms of t he functions
and s a t i s f y t h e displacement and stress vector cont inui ty conditions across
the c e l l and c e l l const i tuent boundaries, is tantamount t o finding the
s t a t iona ry value o f the funct ional
U (%) which a re per iodic i n the l a t t i c e vectors , 0
' C with respect t o a complete s e t of functions
l a t t i c e vectors , continuous and have continuous f irst der iva t ives i n the cell
(ekL
{U 1 ' L O
which a re per iob , in the
i )* is the s t r a i n tensor and ind ica tes complex conjugate).
A
This theorem allows one t o choose a l i n e a r combination of functions
from {U } t o approximate the wave i n the c e l l . The amplitudes of
each of t he functions a r e chosen so as t o extremize the funct ional 0
I[;] . from which one obtains t h e dispers ion r e l a t i o n between
This procedure leads t o a homogeneous s e t of a lgebra ic equations
w and 5 .
- 43 -
There w i l l be as many branches t o t h e r e l a t i o n
approximating funct ions.
a($.) as the re are
While the method can produce a reasonable approximation t o t h e
d ispers ion r e l a t i o n , t h e stresses i n t h e ce l l may not be as accurate
and lead t o discontinuous stress vec tors a t t h e cons t i tuent boundaries ,
(Kohn e t a l . , 1972) Bevilacqua, Lee (1971). However more general
v a r i a t i o n a l schemes can achieve b e t t e r stress determination as well as
obtaining the d ispers ion r e l a t i o n . (See e .g . Nemat-Nasser (1972)).
Lee (1972) has recent ly reviewed such methods f o r pe r iod ic composites
Krumhansl (1970) has appl ied Floquet theory t o the propagation of t r a n s i e n t
stress pulses i n a layered medium and similar work has appeared by
Krumhansl and Lee (1971).
- 44 -
I V . ATTENUATION AND SCATTERING
Attenuation of a propagating wave represents l o s s o f energy, i n
cont ras t t o d ispers ion i n which the wave energy is conserved but
r ed i s t r ibu ted i n a deformed stress pulse . Loss o f energy during
dynamic motion i n composites can be a t t r i b u t e d t o a t least fou r
phenomena; i ) v i s c o e l a s t i c o r a n e l a s t i c effects o f the cons t i t uen t s ,
i i ) wave s c a t t e r i n g , i i i ) microfracture , i v ) f r i c t i o n between poorly
bonded cons t i t uen t s .
been the concept of constrained l a y e r damping of beams and p l a t e s (see
e.g. Kerwin (1959), Yan (1972). In t h i s appl ica t ion a th ree l a y e r
laminate has a h ighly v i s c o e l a s t i c l aye r constrained by two s t i f f e r
e l a s t i c layers . A continuum theory f o r a v i s c o e l a s t i c laminated
composite has been given by Grot and Achenbach (1970), Biot (1972), as
well as Bedford and Stern (1971) using a continuum mixture theory. The
former work does not t reat waves, whereas Bedford and Stern ca l cu la t e
the a t tenuat ion coe f f i c i en t i n terms of t h e v i s c o e l a s t i c p rope r t i e s f o r
a wave t r a v e l i n g along the l aye r s .
One important use of v i s c o e l a s t i c damping has
A s i n acous t ics , t h e effect of inhomogeneities i n a s o l i d is t o
s c a t t e r energy out o f an inc ident wave. If the re i s some order t o t h e
inhomogeneities e .g . a pe r iod ic a r r ay of f i b e r s o r p a r t i c l e s , t h i s
s c a t t e r e d energy can be r e sca t t e red back i n t o t h e wave ( i . e . dispers ion)
o r r e f l e c t e d back t o t h e wave source. To t h e ex ten t t h a t t he inhomo-
genei ty is random, e las t ic energy w i l l be s c a t t e r e d out of t h e incident
wave thus a t tenuat ing t h e pulse . Thus a mixture of e l a s t i c s o l i d s can
appear i n i ts averaged p rope r t i e s t o be i n e l a s t i c . Krumhansl (1972) has
- 45 -
some general remarks on t
theory of c r y s t a l la t t ices .
randomly heterogeneous e las t ic medium with a plane harmonic wave
incident on it.
67) Knopoff and H
A t low frequencies the sca t t e red energy shows the
familiar Rayleigh dependence on frequency i . e . w2 . constructed a model f o r t he s c a t t e r i n g of waves propagating normal
t o the f i b e r s , when both f i b e r and matrix are elastic, and ind ica tes
the poss ib le exis tence of d i s s ipa t ion i n the composite under dynamic
Mok (1969) has
loadings. Recently Christensen (1972) and WcCoy (1972) have examined
a t tenuat ion due t o s c a t t e r i n g and d isorder i n composites.
Chow and Hermans (1971) have examined the i n t e n s i t y of s ca t t e r ed
waves i n a composite by considering the densi ty and e las t ic constants
t o be random var iab les independent of an ax ia l coordinate. The authors
calcuate the s c a t t e r i n g cross sec t ion (which is a measure of t he energy
of t he sca t t e red fie1d)and f i n d the cross-section proport ional t o
(two dimensional Rayleigh s c a t t e r i n g ) . Theoretical d a t a on the cross-
sec t ion f o r longi tudinal and shear waves propagating i n a g lass f ibe r -
epoxy matrix composite are presented.
w2
Moon and Mow (1970) presented a theo re t i ca l model f o r a t tenuat ion
i n d i l u t e p a r t i c u l a t e composites using the dynamics of a s ing le p a r t i c l e
i n an e las t ic medium. When the inhomogeneities are d i l u t e (volume
f r ac t ion , Vf < . l o ) and random, a f i rs t approximation t o t he calcu-
l a t i o n of s ca t t e r ed energy can o f t en be obtained from the mechanics
of a s ing le s c a t t e r e r , (The d i f f r a c t i o n of e las t ic waves by s ing le
s c a t t e r e r s has b 1971)). When the densi ty
of a r i g i d inclusion p , embedded i n an e l a s t i c matr ix , is g rea t e r 2
- 46 -
t h e equation of t r ans - P > than t h a t of the matrix, i . e .
l a t i o n a l motion o f the sphere U can be found t o be 2
(U-U) = 0 (31) 9 ~ 1 ( z K 3 + 1) 9P 1 [s - %j + ( 2 K 2 + 1)
+ - T
d2 U P -
d t2 ( 2 K 3 + 112 0
where u , i s the average motion o f t h e matrix without t h e inc lus ion
K, is the r a t i o of d i l a t a t i o n a l t o shear speed i n the
mart ix , cL’cs T = a/CL
0
a , radius o f t h e sphere
The form of t h i s equation suggests a mixture theory i n which the
e l a s t i c energy depends on ( U - U ) ~ , and a d i s s ipa t ion funct ion pro-
por t iona l t o ( U - U ) ~ . The dependence on the ve loc i ty U accounts . .
f o r t he r ad ia t ion of e l a s t i c energy when the p a r t i c l e v ib ra t e s i n the
matrix. The dependence on the matr ix ve loc i ty fi accounts f o r
s c a t t e r e d waves i f t he p a r t i c l e were motionless. The r e s u l t i n g
f ’ equations f o r t he p a r t i c u l a t e composite, of volume f r a c t i o n V
were found t o be
a 2~ - y - a2u = P2vf - a 2u
1 a t 2 a 2 2 a t 2 P (1 - Vf) -
- 47 -
where
2p T (2K2 + 2 0 2 0
If the damping were neglected the medium would exhib i t a natura.1
frequency of Q (e.g. p /p = 10, K = 2, a = 1 0 - ~ m , cL = 4 103m/sec.,
R /27r % 2 l o 6 HZ) . pulse (wavelength A >> a , and i n i t i a l i n t e n s i t y 1 , a t Z = 0 ,
0 2 1
For N p a r t i c l e s per un i t volume, a s ine wave 0
0
proport ional t o (au/az)2) , w i l l decay as
-N z I = I e
where
The s c a t t e r i n g cross-sect ion y follows the well known Rayleigh
behavior at low frequencies.
While t h i s model is c l e a r l y l imited i n appl icat ion by the
assumptions made, it serves t o make a simple connection between
a t tenuat ion i n a composite mixture of e l a s t i c so l id s and t h e mechanics
- 48 -
of the ind iv idua l cons t i t uen t s . Further work on a t tenuat ion i n
composites i s needed.
Mow t o d i l u t e f i b e r composites could be made using t h e work of Mow
and Pa0 (1971) on the dynamics of a cy l ind r i ca l inc lus ion i n an
e las t ic matrix.
should be taken i n t o account as was done by Mok,and Chow and
Hermans. In a recent paper Sve (1973) constructs an equivalent
v i s c o e l a s t i c model from t h e s c a t t e r i n g of waves by c a v i t i e s i n a
porous laminated composite.
The extension of t h e model of Moon and
For volume f r ac t ions above lO%,multiple s c a t t e r i n g
The above model f o r s c a t t e r i n g of waves is based on the
i n t e r a c t i o n of harmonic waves of wavelengths long compared with
the s i ze o f t he scat terer .
type have been summarized by Mow and Pao (1971).
encounters a stress wave with a very short rise distance, a wave
f ron t ana lys i s based on ray theory may be more e f f i c i e n t . This
method has been employed by Achenbach e t a l . (1968), (1970) and
by Ting and Lee (1969).
t he stress t o rise from zero t o a given value, i n t h e d is tance of
a f i b e r diameter (< .005 inch o r .1 mm) i s o f t h e order - sec.
Such waves only occur i n shock waves o r i n u l t r a s o n i c pulses of
The analyses of problems of t h i s
When t h e scatterer
One should keep i n mind t h a t t h e time f o r
frequency g r e a t e r than 10 HZ.
- 49 -
V . SHOCK WAVES
The previous discussion has assumed t h a t t he deformation i n
t h e propagating waves was small and t h a t t he material behaved i n
a l i n e a r e l a s t i c manner. Nonlinear e l a s t i c wave analyses i n com-
pos i t e s are few, as e .g . t h a t of Ben-Amoz (1971) who s tudied f i n i t e
amplitude waves i n a f i b e r composite f o r waves along the f i b e r s .
Nor has much work been published t o date on p l a s t i c waves i n composites.
Wlodarczyk (1971) has examined shock waves i n p l a s t i c layered media
with l i n e a r unloading behavior.
e l a s t i c - p l a s t i c solid’has been discussed by Johnson (1972) but was
not applied t o composites.
Calculat ion of plane waves i n an iso t ropic
Shock waves i n composites, however, have received a g rea t
deal o f a t t en t ion . In t h i s class of wave phenomena, t he pressures
i n the s o l i d a re assumed t o be SO high , tha t t he mater ia l can be
t r e a t e d as a hydrodynamic f l u i d .
dev ia to r i c s t r e s s e s a r e assumed t o be small compared with t h e mean
s t r e s s o r pressure.
y i e l d o r e las t ic l i m i t s t r e s s .
This means t h a t t h e shear o r
This occurs f o r pressures much g rea t e r than the
A plane shock wave i s defined as a t h i n p lanar region pro-
pagating r e l a t i v e t o the ma te r i a l , across which the ve loc i ty has a
d iscont inui ty . When t h e medium is homogeneous, cont inui ty and
momentum conditions across the shock sur face y i e l d the following
r e l a t ions between t h e densi ty p , normal p a r t i c l e ve loc i ty v , shock
speed U , and pressure P ,
II p(v-U)II = 0
II pv(v-U)II = - IIPII
- 50 -
When the conditions ahead of t h e wave are such t h a t P = 0 , v = 0 ,
the conditions behind the shock requi re t h a t 0 0
P O v 1
u2 = P / P (1 - 1 1 0
In addi t ion one must prescr ibe a cons t i t u t ive r e l a t i o n f o r t he
pressure and s a t i s f y an energy balance across t h e shock.
Munson and Schuler (1970, 1971) have extended t h i s analysis t o
laminated composites and mechanical mixtures.
neglect the thermodynamics and assume cons t i t u t ive r e l a t i o n s f o r a l l
n cons t i tuents i n t h e composite,
i n a l l t he cons t i tuents t o be equal a t any pos i t ion
In t h e i r model they
Pn = Pn(pn) , and requi re t h e pressures
x, i . e .
Pn(x) = P (x) f o r a l l n 1
Applying t h i s theory t o laminates f o r waves t r a v e l l i n g both along
and normal t o t he l aye r s , Munson and Schuler (1970) conclude t h a t t he
shock speed is independent of t he d i r ec t ion , under c e r t a i n assunytions
on t h e s t r a i n i n each cons t i t uen t . The shock speed obtained has the
form
- 51 -
where a: is t h e i n i t i a l volume f r a c t i o n of t h e nth cons t i tuent
and p: t h e i n i t i a l dens i ty . They a l s o conclude t h a t t h e model
i s not l imi ted t o laminates, and can be used f o r any mechanical
mixture.
The p a r t i c l e ve loc i ty immediately behind t h e shock is assumed
t o be equal i n a l l l aye r s and given by
0 0 anPn v = U ( l - c -
1 "n
Thus when the cons t i t u t ive r e l a t i o n s f o r each cons t i tuent are known,
the shock ve loc i ty can be found as a funct ion of t h e p a r t i c l e speed.
This r e l a t i o n i s ca l l ed a Hugoniot curve.
t h i s model t o a mixture o f AR 0 p a r t i c l e s i n an epoxy matrix and
compared t h e i r calcuat ions with experimental po in ts (Figure 1 3 ) . For
t h i s mixture t h e compressibi l i ty is shown t o behave much l i k e t h e
s o f t e r component.
Munson and Schuler appl ied
2 3
Iden t i ca l r e s u l t s were obtained by Torvik (1970). Tsou and
Chou (1970) used a similar model bu t included t h e thermodynamics i n
the ana lys i s .
r e l a t i o n s f o r a multi-continuum.
Measurements of shock waves and shock Hugoniot curves f o r
Bedford (1971) has reported a theory f o r Hugoniot
quartz-phenolic have been performed by I s b e l l e t a l . (1967), Charest
and J e n r e t t e (1969) , and Munson e t a l . (1971). Studies i n shock waves
i n aluminum -polymethyl methacrylate (PMMA) have been reported by
Barker and Hollenbach (1970), and Schuler ( to appear), and Schuler
and Walsh ( t o appear). Other references t o the study o f shock waves i n
composites include Gary and Kirsch (1971) and Holmes and Tsou (1972).
- 52 -
The independence of the shock speed on the d i r ec t ion of pro-
pagation i n an e l a s t i c a l l y an iso t ropic composite can only hold
a t high pressures .
ind ica ted t h a t such dependence on d i r ec t ion has been observed f o r
Munson and Schuler (pr iva te communication) have
some composite systems below pressures of 6 k i loba r s .
The construct ion of t h e o r e t i c a l models i n the region between
e l a s t i c wave theory and hydrodynamic shock model w i l l present a
grea t challenge t o the ana lys t .
- 53 -
VI. EXPERIMENTS
The generation and measu
materials has , i n general , been base
i n applied science used t o study waves i n s o l i d s .
the use of a i r g m s , explosive charges, exploding f o i l f l y e r p l a t e s ,
shock tubes and p i ezoe lec t r i c u l t r a son ic generators. To measure the
These involve
stress waves , s t r a i n gages, p i ezoe lec t r i c c r y s t a l s , capacitance gages,
op t i ca l interferometer , holographic and pholoe las t ic techniques a re
used. Experimental work i n t h i s area, while not as copious as the
theo re t i ca l e f f o r t s , has provided a steady stream of experimental
da ta with which t o check the mathematical models. For a va r i e ty of
mater ia l s , including f i b e r , laminate and woven f i b e r composite, da ta
has been reported on measured wave speeds, a t tenuat ion and dispers ion
of s t r e s s pulses , shock wave behavior, s t r e s s wave induced f r ac tu re
and impact.
The experiments can be categorized by the type o f stress pulse
used.
time, h a l f s ine l i k e pulses induced by p ro jec t ib l e impact, t o shor t
rise time waves induced by explosive f l y e r p l a t e impact. The Fourier
content of these pulses have a la rge zero frequency component.
sonic o r pulsed s ine wave tests have a narrow spectrum centered about
The monotonic compressional pulse has been used,from long rise
Ultra-
a p a r t i c u l a r freque
idea l ly s u i t e d t o map the dispers ion r e l a t i o n d i rec t ly ,by measuring
la t te r waves a re t
v e l o c i t i e s of t he pulses , whil notonic pulse method
d se shape with
- 54 -
passage through t h e material.
One of t he problems associated with using pulsed s i n e waves is
measuring a wave ve loc i ty .
(see e.g. Br i l l ou in , 1960), t he shape o r envelope of t h e pulsed s i n e
wave t r a v e l s a t t h e group ve loc i ty of t h e spectrum center frequency and
As has been pointed out i n many t e x t s
is not equal t o t h e phase ve loc i ty v = w/k when dispers ion i s
present . The v e l o c i t i e s a re r e l a t e d however P --
Bri l lou in a l so descr ibes two o ther v e l o c i t i e s , t h e wave f r o n t ve loc i ty
and the s igna l ve loc i ty . The l a t t e r is associated with t h e f i rs t
a r r i v a l of s igna l s with t h e spectrum center frequency.
ve loc i ty is sometimes equal t o the group ve loc i ty (Br i l lou in , 1960).
The message however is c l e a r ; carefu l de f in i t i on and i n t e r p r e t a t i o n
of u l t r a son ic wave ve loc i ty measurements a re required i n order t o
construct t h e dispers ion r e l a t i o n w(k).
The s i g n a l
Abbott and Broutman (1966) demonstrated t h e use o f a
monotonic pulse t o measure the equivalent e las t ic constants o f steel/
g lass and "S" glass/epoxy composites. This method is v a l i d as long
as the stress rise length and t o t a l pulse length a r e la rge compared
- 55 -
with t h e s i z e of t h e f i b e r s , f i b e r spacing and t h e t ransverse s t r u c t u r a l
dimensions of t h e specimen (e.g. rod diameter o r plate thickness) .
Potapov (1966) used pulsed ultrasound t o measure the e l a s t i c constants
of f ibe rg la s s p l a t e s . He concluded t h a t or thot ropic e l a s t i c i t y gave
a s u f f i c i e n t l y accurate descr ip t ion of t he e las t ic proper t ies s o de te r -
mined by these tests. Markham (1970) a l so used pulsed ultrasound i n
an u l t r a son ic tank t o measure t h e e l a s t i c constants of a carbon f i b e r
epoxy resin composite.
Tauchert and Moon (1970) used the monotonic pulse method and
compared t h e r e s u l t s with da ta from resonance tests and s t a t i c
moduli.
epoxy and glass/epoxy were within 2% f o r waves along the f i b e r s .
was found t h a t t h e wave a t tenuat ion could be predicted from vibra t ion
resonance t 'ests of t h e mater ia l s . Tauchert (1971a, 1971b) has used
The dynamically and s t a t i c a l l y determined moduli f o r boron/
I t
u l t r a son ic waves t o measure a l l t h e e l a s t i c constants of a va r i e ty
of composites. Tauchert (1972) has a l so measured u l t r a son ic a t tenuat ion
i n composites and observed increases i n damping due t o i n i t i a l t e n s i l e
s t r e s s .
Pot t inger (1970) used a s i m i l a r method i n glass/epoxy and boron/
aluminum and found agreement between s t a t i c a l l y and dynamically
determined moduli t o within 3% f o r waves i n bars a t various angles
t o the f i b e r s . Also N e v i l l , Sierakowski e t a l .
method on steel/epoxy bars with waves along t h e s t e e l f i b e r d i r ec t ion .
The increase i n wave speed with volume f r ac t ion of s t e e l checked very
(1972) used the same
' c lose ly the r u l e of mixtures (Figure14 ) . The at tenuat ion was found
t o decrease with increase i n s t e e l .
r e f l e c t i o n from a free end were found t o propagate a t a s l i g h t l y
Tensi le waves generated on
- 56 -
s tud ied by Ross e t . a l . (1972). Other s t u d i e s i n which e 1 as t i c constants
of composite mat e r i a1 s
Tuong (1970) and Cost and Z i m m e r (1970a). Elast ic constants of f i l l e d elastomers
were determined using u l t r a son ic s by Waterman (1966) and showed t h e e f f e c t s of
temperature and percent f i l l e r on the p rope r t i e s of the two phase ma te r i a l s .
Also White and Van Vlack (1970) have used an acous t ic resonance technique t o
determine the p rope r t i e s of open-pore polymer foams with higher-moduli i n f i l t r a t i n g
mat r ices ,
Using a gas dynamic shock (70 p s i ) t o induce a s h o r t use time pu l se ,
Whi t t ie r and Peck (1969) s tud ied the e f f e c t s of d i spers ion i n graphi te and
boron re inforced carbon phenolic composites with t h e wave i n the f i b e r
d i r ec t ions .
wave f r o n t , overshoot, and o s c i l l a t i o n s i n t h e s t r e s s p l a t eau region, which
checked t h e p red ic t ion of Peck and Gurtman (1969).
described i n a paper by Cummerford and Whi t t ie r (1970).
Drumheller (1971a) performed a similar experiment on a laminated composite
The t ransmi t ted pulse showed a smoothed pulse r i s e i n p l ace of t he
This technique is
Lundergan and
of steel and epoxy. They used a f l y e r p l a t e technique t o generate compressional
re again observed.
- 57 -
In another work Lundergan and Drumheller (1971b) s tud ied t h e
impact of an obl iquely laminated composite of steel and polymethyl
methacrylate (PMMA).
responding t o a quasi longi tudina l and a quasi shear pulse , t h e
experiments showed a th ree s t e p s loping wave.
t h a t f u r t h e r work is needed t o explain the discrepancy.
Although theory p red ic t s a two s t e p wave cor-
The authors conclude
e
With somewhat d i f f e r e n t motives Schuster and Reed (1969) used
a f l y e r p l a t e technique t o generate shock waves i n a boron/aluminum
composite a t pressures up t o 76 kbar and impact durat ion of less than
0 . 2 micro sec. The impact ve loc i ty of t he f l y e r plates were increased u n t i l
damage occurred. Increased f i b e r crushing with impact ve loc i ty was
observed and t h e spa l l i ng ve loc i ty was measured f o r aluminum and two
boron/aluminum composites. The s p a l l ve loc i ty f o r t he plasma sprayed,
d i f fus ion bonded composite showed a three f o l d increase i n ve loc i ty
over the s p a l l ve loc i ty f o r t h e aluminum specimens, while t h e plasma
sprayed, brazed composite showed a s l i g h t decrease i n the s p a l l
ve loc i ty compared with aluminum. This dramatic e f f e c t i s a t t r i b u t e d
t o the two d i f f e r e n t geometrical arrangements of t he f i b e r s produced
during f ab r i ca t ion . A s shown i n Figure 15b, i n the d i f fus ion bonded
specimens the f i b e r s a re not touching and hence are able t o a t tenuate
the shock wave by mult iple s c a t t e r i n g . In t h e brazed specimen (Figure
15a) one can see t h a t the f i b e r s a re contacting i n t h e d i r ec t ion of
t he wave.
of an increase i n a t tenuat ion , r e s u l t i n g i n a s p a l l ve loc i ty no
Thus a boron path is created through the medium with less
g rea t e r than t h a t f o r aluminum.
One may conclude from t h i s experiment t h a t t h e f i b e r geometry
w i l l be an increasingly important f a c t o r i n stress wave f a i l u r e as
the stress r i s e d is tance o r pulse length approaches the f i b e r
- 58 -
dimensions. In the experime
and spacing are about 0.1 mm and
i n length i n the aluminum.
Several important papers have examined t h e d ispers ive n o f
composites d i r e c t l y with t h e use of u l t r a s o n i c waves.
(1968) , demonstrated a decrease i n phase v e l
as predic ted by seGeral t h e o r i e s (Peck and Gurtman, 1969) f o r waves
along the f i b e r s of thorne l and Boron reinforced carbon-phenolic composites.
Asay e t a l .
t y with f r e q
The
phase ve loc i ty with frequency out t o 4 MHZ but a change i n t h e r e i n -
forced specimens of Av/v % 0.20 a t 3 MHZ (Figure 16 ) .
carbon-phenolic without t h e f i b e r s showed no change i n
Tauchert and Guzelsu (1972) performed similar experiments on boron/
epoxy and examined a v a r i e t y of wave normal-fiber o r i e n t a t i o n s , f o r
both longi tudina l and shear waves. In addi t ion t o t h e decrease i n
group ve loc i ty of longi tudina l with frequency both across and along
the f i b e r s , shear waves t r ave l ing along t h e f i b e r s and polar ized
normal t o t h e f i b e r s showed a 25% increase i n group ve loc i ty a t about
1 MHZ (Figure 17) . The wavelength i n epoxy at t h i s frequency i s
about 2.6 mm compared with a f i b e r diameter and spacing d is tance o f
about 0 .1 mm.
(1968) i n an e a r l y t h e o r e t i c a l model and by o the r authors (e.g. Sun
This behavior had been predic ted by Achenbach and Herrmann
e t a l . , 1968) n l a te r works. ear waves p r ga t ing across t h e fibers
showed a s l i g h t decrease i n group ve loc i ty with frequency.
e (1972) performed a similar u l t r a s o n i c experi-
s i n e waves on tungsten
They a l s o claim t o have observed a cu tof f band i n frequency as w e l l as
- 59 -
t he second branch of t h e dispers ion r e l a t i o n (opt ica l branch) (Figure 18) .
In addi t ion , a frequency s h i f t i n t ransmit ted pulse lower than t h e in -
c ident pulse frequency w a s observed by these authors as t h e frequency
approached t h e cutoff region. This i s a t t r i b u t e d t o the f i l t e r i n g of
t he higher frequency components i n the pulse lying i n t h e s top bond of
frequencies, e f f ec t ive ly s h i f t i n g t h e observed frequency o f t h e t r ans -
mit ted pulse . I t should be noted t h a t Sutherland and Lingle (1972) claim
t o have measured t h e phase ve loc i ty i n t h e i r r epor t .
d e f i n i t i o n o f t h e ve loc i ty measurement i s lacking and the present
author suspects t h a t t he da ta represent group v e l o c i t i e s .
However prec ise
Rowlands and Daniel (19 72) have used in te r fe rometr ic holography
t o measure t h e t ransverse displacement i n v ibra t ing laminated aniso-
t r o p i c p l a t e s ,
dimensional waves i n an iso t ropic p l a t e s due t o t r ans i en t impact loads.
Dally, Link and Prabhakaran (1971) were able t o observe two
This method may hold some promise f o r observing two
dimensional waves i n or thot ropic f i b e r reinforced p l a t e s using photo-
e l a s t i c i t y . This development was made possible by t h e development
of or thot ropic-b i re f r ingent mater ia ls which were s u f f i c i e n t l y t r ans -
parent f o r photoe las t ic analysis (see Prabhakaran, 1970). In t h i s
study the authors examined both t h e t r ans i en t loading of a h a l f plane
with edge loading and t h e f u l l plane problem with a hole loaded with
an explosive charge of lead ozide,as shown i n Figure 19.
nature of t h e stress wave propagation is c l e a r from the f igu re (moduli
r a t i o EL/ET % 3 . 0 ) . A cusp-like f r inge seen i n Figure 19 might
represent t h e e f f e c t s of shear wave anisotropy.
The an iso t ropic
By measuring t h e
- 60 -
wave sur face of t h e ou te r f r inge t h e authors were ab le t o recons t ruc t
t he ve loc i ty sur face f o r t h e quas i longi tudina l wave of t h e p l a t e
material. This ve loc i ty was within 10% of t h a t determined from t h e
s t a t i c e f f e c t i v e moduli of t h e p l a t e material.
Another pho toe la s t i c s tudy of stress waves is repopted by
Hunter (1970) , who used an explosive s t r i p along t h e specimen edge.
Using a l t e r n a t i n g l aye r s of d i f f e r e n t material, f r inge pa t t e rns
accompanying a plane wave i n t h e layered d i r ec t ion were observed.
Rose and Chow (1971) used a similar method t o observe the build-up
of a s teady wave f r o n t i n a a l t e r n a t e l y layered composite of d i f f e ren t
pho toe la s t i c materials.
Other experimental work on t h e propagation of waves i n composites
includes Benson e t a l . (1970) , Berkowitz and Gurtman (1970) , Berkowitz
and Cohen (1970), Lord (1972). Cohen and Berkowitz ( i n press ) have
s tudied dynamic f r a c t u r e i n composites due t o stress waves-
Sierakowski e t . a l . (1970a, 1970b) have measured dynamic stress s t r a i n -1 r e l a t i o n s f o r var ious composites and s t r a i n rates up t o l o 3 sec
Up t o a 85%
these rates (Figure 20) .
. increase i n u l t imate f a i l u r e stress was observed a t
- 61 -
VII. IMPACT PROBLEMS I N COMPOSITES
A. Introduct ion
The study of impact of i s o t r o p i c so l id s has a la rge l i t e r a t u r e ,
p a r t of which is documented i n the book by Goldsmith (1960).
study of s imi l a r problems f o r composite s t ruc tu res has received
very l i t t l e a t t en t ion a t t h i s wr i t ing .
include the nonelas t ic and nonlinear aspects of t he problem, s ince
the object of such s tud ie s usual ly concerns t h e pred ic t ion o r avoidance
of f a i l u r e due t o impact.
r a t e s of s t r a i n become important, and the inhomogeneity and the
anisotropy i n composite mater ia ls i n v i t e a wider s e t of f r ac tu re o r
f a i l u r e modes. Impact f a i l u r e modes i n i so t rop ic materials include
indentat ion, spa l l i ng , and penetrat ion of t h e p r o j e c t i l e through t h e
s t ruc tu re .
pu l lou t , s p l i t t i n g , and delamination (see Figure 21).
damage, micro f a i l u r e i n the composite could Droduce a loca l stress
r i s e r , change the na tu ra l frequencies , and decrease the fa t igue l i f e .
The
To be real is t ic , one should
Also t h e mater ia l p roner t ies under high
'In composites one must add t o t h i s l ist f i b e r crushing,f iber
Even with no v i s i b l e
Both empirical and ana ly t i c s tud ie s have been made but r a r e l y
a re theory and experiment in tegra ted . Much of t h i s work has been
motivated by the need f o r b i r d and ha i l s tone impact pro tec t ion of
j e t engine composite fan blades.
conducted a t great cos t , have produced r e s u l t s i n t h e form of leading
edge pro tec t ion schemes and in te r leaving steel wire mesh between the
p lys , (Anon, 1971), while ana ly t i ca l s tud ie s have only begun t o explore
the problem (e.g. Moon, 1972).
Empirical s tud ie s of t h i s problem,
- 62 -
One of t h e f irst areas o f i n t e r e s t i n b i r d imnact problems was t h e
design o f a i rcraf t t ransparent s t r u c t u r e s such as windows and wind sh ie lds
t o resist b i r d s t r i k e s . One such discussion is given by McNaughton (1964).
A summary of tes ts i n t h i s a r t i c l e on vinyl sandwich panels reveals t h a t
the pene t ra t ion ve loc i ty V,
wind screens decreased as the cube roo t of the mass of t he b i r d M;
f o r a given set o f s t r u c t u r a l conditions
of one t o e igh t pound b i r d s on a i rcraf t
!W3 = constant .
Research r e l a t e d t o b i r d damage i n a i rc raf t engines has been reported
by Allock and Col l in (1968). Impact by chicken carcases, wax, wood and
ge la t ine dummies have been inves t iga ted f o r t a r g e t shapes resembling b a s i c
geometries. The authors constructed a momentum t r a n s f e r model f o r t he
average impact force F due t o a spher ica l impactor
MV sin20 A t F =
where M i s b i r d mass, V b i r d ve loc i ty , 8 angle o f de f l ec t ion from
l i n e o f f l i g h t ,
diameter t o ve loc i ty . In terms o f b i r d dens i ty p
A t t he durat ion of impact given by r a t i o of p r o j e c t i l e
Measurements showed t h a t t h e assumed impact time was too long and t h e
t h e o r e t i c a l force too low.
round nose t a r g e t s e las t ica l lymounted showed t h a t t h e t a r g e t de f l ec t ion
was proport ional t o t h e b i r d momentum.
Deflections of t h e f l a t p l a t e kn i f e edge and
- 63 -
Research on h a i l impact damage t o t y p i c a l aircraft s t r u c t u r e s
has been presented by Hayduk (1973).
mental and an ana ly t i ca l model €or denting type h a i l damage i n
aluminum fuselage panels o r dome segments (spherical cap).
Comparison i s made of experi-
The range of s t r u c t u r a l impact problems includes o the r phenomena
besides b i r d and ha i l s tone impacts. These include micrometeorite
damage on spacecraf t , dus t , sand and r a i n erosion, and cav i t a t ion
erosion of s o l i d s which involves dynamic stresses due t o col lapsing
bubbles. A discussion of impact erosion by dust p a r t i c l e s f o r metal
sur faces is given by Smeltzer e t . a l . (1970). The mechanics of a
l i q u i d drop impact with a s o l i d surface has been given by Heyman (1969)
and Peterson (1972). Rain erosion o f composites is reported by Schmitt
(1970). B a l l i s t i c problems of high ve loc i ty penetrat ions of p l a s t i c -
aluminum laminates by steel p r o j e c t i l e s have been analyzed by Kreyenhagen
e t . a l . (1970) using numerical computer modes which i l l u s t r a t e severa l
damage modes.
The t e s t i n g of composite mater ia l s under impact forces encompasses
a v a r i e t y o f load and specimen condi t ions.
impact tests use r e l a t i v e l y small beam-like specimens, ( l e s s than 3
inches long) under a t ransverse poin t force . The durat ion of t he
impact is usual ly long compared with the time of a s t r e s s wave t o
t r ave r se the specimen. For example, using a wave speed of v % 5mm/psec,
a length L = SOmm, and pulse time
number
during such tests.
compressive stress pulses of extremely shor t durat ion, (% 0.2 10-6sec)
i n t h i n specimens (%2 nun th ick) are used producing a nondimensional
Classical Izod and Charpy
T = 10-3sec, t he nondimensional
VT/L = l o 2 is a measure of t he number o f r e f l e c t i o n s occurring
In shock wave impact t e s t i n g of composites, high
number, (using t h e same wave speed as above), V T / L % .5 . Also the NASA
- 64 -
and t h e A i r Force i n t h e United S ta tes a re sponsoring b a l l i s t i c impact
tests on composite p l a t e s , as well as f u l l s i z e j e t engine fan blades,
using ha i l s tones and l i q u i d objects t o simulate b i r d impact.
Almond e t a l . (1969) have reviewed t h e l i t e r a t u r e on c l a s s i ca l
impact t e s t i n g on laminated composites. Embury e t a l . (1967) conducted
Charpy V-notch tests on s o f t so lder laminated s t e e l specimens both
with the impact force normal t o t h e laminated surface (crack a r r e s t e r
configuration) and p a r a l l e l t o t h e laminate surfaces (crack d iv ide r
configurat ion) . In the l a t t e r case t h e d u c t i l e - b r i t t l e t r a n s i t i o n
temperature was reduced and t h e specimens showed higher impact energy
absorption over homogeneous s t e e l specimens.
Also Chamis e t a l . (1971) have performed miniature-Izod impact
t e s t s
r e s i n matrix (specimen s ize 7.9x7.9x37.6 mm). The t e s t s included
on f i b e r composites of glass and graphi te f i b e r s i n an epoxy
specimens with the f i b e r s e i t h e r p a r a l l e l o r t ransverse t o t h e cant i lever
longi tudinal ax is . The t e s t s show f a i l u r e modes of cleavage, cleavage
with f i b e r pu l lout , and cleavage with delamination. In t h e t ransverse
mode t h e cleavage included matrix f r ac tu re , f i b e r debonding and
f i b e r s p l i t t i n g .
by these authors t o be cor re la ted with the intralaminar shear s t rength
The t ransverse impact s t rength was found
of the various composites t e s t e d .
In s i m i l a r work, Novak and DeCrescente (1972) repor t t h e r e s u l t s
of Charpy impact t e s t s f o r un id i rec t iona l graphi te , boron, and g l a s s
f i b e r s i n a r e s i n matrix. They conclude t h a t t h e toughness of t he
r e s i n matrix i s not an important f a c t o r i n impact energy absorption.
"S glass" composites showed a higher impact s t rength than boron/resin
- 65 -
and graphi te / res in composites.
mechanisms such as fi lament pu l lou t , shear delamination, ect .
conclude t h a t t he impact s t rength is cor re la ted w i
They a l so evaluate t h e energy-absorption
They
f i b e r s t r e s s - s t r a i n curve.
In a recent paper Peck (1972) has reviewed t h e l i terature on
s p a l l f r ac tu re i n composites using one dimensional shock waves. In
addi t ion t o the work of Schuster and Reed (1969) on f i b e r composi
discussed above, Warnica and Charest (1967) have used
/?
1-2 vsec compres-
s ion pulses on laminated quartz phenolic t o determine s p a l l s t r e s s
thresholds . Similar work by Cohen and Berkowitz (1972) , and Barbee
e t a l . (1970) a re a l so discussed.
I t i s useful t o compare t h e merits of these d i f f e r e n t tests.
s p a l l tests and dynamic s t r e s s - s t r a i n t e s t s (e.g. Sierakowski, e t a l . ,
1971) the stress waves a re one dimensional. Thus, c l e a r l y defined
s t r e s s states are used t o measure t h e mater ia l s t rength proper t ies .
However, i n foreign objec t damage, t h e conditions of impact f a i l u r e
involve the contact o f b lunt ob jec ts with a sur face , thus producing
a complicated stress s t a t e . Izod and Charpy t e s t s appear t o simulate
ac tua l impact, s ince a knife edge on a pendulum encounters a beam-
l i k e specimen. S i m i l a r l y , b a l l i s t i c t e s t s involve a loca l ly inhomogeneous
stress state i n the region of p r o j e c t i l e contact which is found i n
ac tua l impact problems.
In
However, t h e ad hoc nature of these s t r e s s
states does not allow comparison with o the r t e s t s . Thus Izod and
Charpy r a t i n g s of ten cannot be compared. Also, because of t h e small
s ize of t h e specimens and the long contact time (e.g. . ~ 1 0 - ~ s e c ) many
r e f l ec t ions occur du t h e impact thus obscuring the wave l i k e
nature of impact, which might be present i n a lar specimen o r
i n the actual s t r u c t u r e . In b a l l i s t i c tests, however, contact times
of 5 l o m 5 s e c o r less a re obtained f o r high ve loc i ty p r o j e c t i l e s of t h e
- 66 -
order of one inch diameter.
of a p l a t e would r e s u l t i n the t o t a l energy of impact contained i n
a c i r c l e of radius l e s s than 30 cm.
s t ruc tu re fewer r e f l ec t ions might ob ta in than f o r a small t e s t
specimen. I t i s the opinion o f t h i s w r i t e r t h a t s ca l e e f f e c t s are
For a wave speed of 6 mm/Msec the impact
I f t h e p l a t e is p a r t of a la rge
of importance i n impact t e s t s .
l a t ed t o l a rge r s t ruc tu res t h e nondimensional numbers
Thus i f tes t da ta is t o be extrapo-
where T is t h e contact time, v a wave speed, and L a repre-
sen ta t ive length should be matched i n addi t ion t o o ther va r i ab le s .
B. Analytical Models f o r Impact
The t o t a l problem descr ip t ion involves the loca l deformation
a t the impact s i t e and t h e simultaneous determination of t h e motion
of the s t r u c t u r e during and a f t e r impact.
of the s t r u c t u r e takes place over a time period much l a rge r than t h e
impact contact time, and t h e s i z e of t he impactor i s much smaller
than the s t r u c t u r a l dimensions, t he problem may be s p l i t i n t o two
d i s t i n c t p a r t s .
h a l f space, 11) The response o f t he s t ruc tu re t o a prescr ibed loca l
impact force as determined i n Par t I . The e r r o r s involved i n such
a scheme appear t o be on t h e conservative s ide s ince t h e procedure
w i l l underestimate t h e contact time and overestimate t h e contact force
When the overa l l motion
I ) The loca l mechanics of impact with a deformable
- 67 -
(Goldsmith, 1960).
Discussed i n the next s ec t ion i s the impact o f s o l i d objec ts on
s o l i d sur faces . As already mentioned l i q u i d o r r a i n drop impact
erosion is a l s o an important problem.
v e l o c i t i e s , s o l i d s may be t r e a t e d by a hydrodynamic model and,,liquid
drop model may be use fu l .
1.
For s u f f i c i e n t l y high impact a
Impact of a Half Space-Hertz Theory
The problem of an impulsive l i n e force on an an iso t ropic ha l f
space has been given by Kraut (1963) f o r a t ransverse ly e l a s t i c
i s o t r o p i c material. In p a r t i c u l a r , a l i n e source on the surface
normal t o the symmetry ax i s produces two wave sur faces as shown
i n Figure 22 corresponding t o the wave surfaces ,discussed i n an
e a r l i e r s ec t ion .
another e l a s t i c body has not been given t o da te . The waves generated
during a point impact on an i s o t r o p i c h a l f space have been s tudied by
Pekeris (1955) where it was shown t h a t on the surface la rge s t r e s s e s
propagate a t the Rayleigh sur face wave speed.
an e l a s t i c sphere h i t t i n g an e las t ic h a l f space a re not known.
The extension of t h i s work t o dynamical contact with
But t he dynamics o f
Thus without even considering a n e l a s t i c e f f e c t s , t he ana ly t i c l i t e r a t u r e
on dynamic impact i s l imi ted even f o r i so t rop ic materials. Instead,
what has been used is a q u a s i - s t a t i c t h e o r e t i c a l model ca l l ed t h e Hertz theory
(Goldsmith, 1960). This i s based on the s ta t ic deformation produced by
a poin t force on a sur face . When the force , F , i s between
a sphere o f radius R , and a h a l f space, F
- 68 -
is r e l a t e d t o t h e r e l a t i v e approach of sphere and h a l f space, c1 , by
r 1.140 MVg F = s i n 1.068 V o t t 2 -r
01 m
F = 0 , t 7 - r
i
3 / 2 F = K ~
where
( 3 5 )
(v i s Poisson's r a t i o , and E is Young's modulus).
This r e l a t i o n i s nonl inear s ince the contact a r ea na2 depends
on the force .
Equating t h i s force t o t h e change o f momentum o f a sphere during
impact with i n i t i a l ve loc i ty
pressions f o r t he contact time and force h i s t o r y ,
Vo , t h i s theory gives t h e following ex-
2 . 94am a =
vO
(36)
137)
- 69 -
where c1 i s t h e maximum approach, and M i s the mass of t h e sphere. m Extension of t h e Hertz theory of impact t o an iso t ropic bodies has
been made by Chen (1969) and Willis (1966). The contact region has been
shown by Willis t o be e l l i p t i c f o r an an iso t ropic h a l f space i n cont ras t
t o a c i r c l e f o r t he i s o t r o p i c case.
r e l a t i o n similar t o Eq. (35), where K depends i n a complicated way on t h e
e l a s t i c constants .
done numerically and no examples have been given t o date f o r t yp ica l
composite anisotropy.
However he obtains a force def lec t ion
The determination of the e l l i p s e parameters must be
A simple model f o r es t imat ing the contact time f o r i s o t r o p i c spheres
on composites has been suggested by the author Moon (1972d), which assumes
a c i r c u l a r contact a r ea .
on unid i rec t iona l f i b e r composite p l a t e s , with the f i b e r s p a r a l l e l t o
the sur face , show t h e contact area t o be e l l i p i c a l with t h e la rge axis
normal t o the f i b e r s , bu t only s l i g h t l y deviat ing from a c i r c l e .
Experiments on the contact of a s t e e l sphere
Thus i n Eq . (35 t he ha l f space constants (1 - v2)/E a re replaced by a
t ransverse e l a s t i c constant f o r t h e composite. &en* has suggested
using the compliance S where the "3" axis is normal t o the
sur face . The author has used 1 / C t o replace (1 - v2)/E i n
Figure 2 3 t o es t imate the contact time f o r ha i l s tones and g ran i t e
spheres on 55% graphi te f i b e r i n epoxy. For impact speeds i n the
range 100-500 m/sec t h e contact times range from 15-85 usec.
33
3 3
In summary these formulae revea l the following dependence of contact
time and peak pressure on impact ve loc i ty
* Pr iva te communication
- 70 -
Such r e s u l t s , however, should only be used as guidel ines , s ince t h e
theory uses assumptions which break down a t high v e l o c i t i e s . Goldsmith
(1960) has made the following summary of t he l i e r t z theory of contact .
1) A t high v e l o c i t i e s t h e H e r t z contact time is a lower bound on the
contact time.
2) When a sphere s t r i k e s a beam, t h e motion of t h e beam decreases the
force , bu t t h e contact time remains about t h e same.
In another reference Goldsmith and Lyman (1960) have shown t h e Hertz
theory t o be remarkably v a l i d in so fa r as contact time and peak force
f o r the impact of hard s t e e l spheres
s t e e l sur face f o r v e l o c i t i e s up t o 300 f t / sec ( ~ 9 1 . 5 m/sec) . The da ta
i n Figure 2 3 for graphi te epoxy can only be used as a rough guide f o r
contact times, u n t i l experimental d a t a becomes ava i lab le .
2 . Non Hertzian Impact
(1/2 inch diameter) onto a hard
3 / 2 The H e r t z theory of impact rests on the contact law F = ~a
For boron/aluminum and graphi te fiber/epoxy composite p l a t e s t h i s force
law was t e s t e d under 1/4 inch and 3/8 inch s t e e l b a l l s i n a s t a t i c
t e s t i n g machine. The preliminary r e s u l t s i n Figures 24925 show clearly
t h a t a more general l a w i s required and t h a t f o r moderate forces ( l e s s
than 100 l b f ) t h e deformation is i n e l a s t i c , requi r ing a d i f f e r e n t law
f o r approach and rebound.
A more general contact law was given by Meyer (see Goldsmith, 1960)
- 71 -
If such a l a w holds f o r both approach and rebound, formulas similar
t o the H e r t z theory can be obtained, (see Goldsmith, 1960, p . 91) .
Clear ly the s ta te o f knowledge about t he impact of composite o r
inhomogeneous bodies i s unsa t i s f ac to ry .
good q u a s i - s t a t i c theory which can account f o r a n e l a s t i c effects , a
t r u l y dynamical impact model f o r composites i s needed.
In addi t ion t o the lack of a
For i s o t r o p i c mater ia l s computer codes employing f i n i t e d i f -
ference methods have been developed f o r dynamical impact and penet ra t ion
p r o j e c t i l e s and deformable bodies , (e. g. Wilkins , 1969, Kreyenhagen e t . a l . 1970) . These models apply a n e l a s t i c cons t i t u t ive equations and can p red ic t
permanent deformation.
no doubt be ava i l ab le i n the near fu tu re as w e l l as codes based on f i n i t e
element methods. H wever t h e r e i s a need f o r ana ly t i ca l so lu t ion f o r
impact phenomena; f i r s t f o r t h e i r s impl i c i ty and a c c e s s i b i l i t y t o the
designer , and second t o check the computer codes which w i l l c e r t a in ly
appear i n the near f u t u r e .
The extension of these codes t o composites w i l l
In developing a n a l y t i c a l models f o r impact, t h e use of an equi-
va len t an i so t rop ic mater ia l i s quest ionable i f one des i res t o explain
stresses i n t h e contact region. When a composite material i s indented
by another body of convex sur face the a rea of contact goes t o zero as
the contact pressure decreases. Thus f o r small forces t h i s a rea i s
necessa r i ly o f t h e order of t h e dimensions of t h e f i b e r s o r lamina.
One would expect a force-def lec t ion l a w t o exh ib i t pe r iod ic changes
i n s lope as t h e contact area engages each successive f i b e r (Figure 25) .
- 72 -
This i s t h e t e n t a t i v e explanation f o r t he wav ss i n t h e experi-
mental r e l a t i o n shown i n Figure 25 f o r boron f i b e r s
matrix. The pe r iod ic p l a t eau appear t o occur a t de f l ec t ions c
responding t o contact r a d i i d i f f e r i n g by t h e f i b e r spacing (%.004
inches) .
C. S t ruc tu ra l Response t o Impact
1. The Coupled Problem
Further experimental work on t h i s problem i s needed.
When the impact force and durat ion depend on t h e s t r u c t u r a l
motion the above procedure cannot be used. The coupled response
of an i s o t r o p i c p l a t e and a spher ica l impactor was t e a t e d by Eringen
(1953) and o the r s , (see Goldsmith, 1960) . Conceptually t h e extension
t o composite s t r u c t u r e s is similar. Let two coordinate systems be
embedded i n the two bodies (see Figure 26) and le t the axes x , x ' 3 3
be d i r ec t ed i n t o the sur faces of s t r u c t u r e and impactor respec t ive ly .
Relat ive t o these coordinates w , w ' represent sur face de f l ec t ions , 3 3
W , t he de f l ec t ion o f t h e p l a t e o r s h e l l neu t r a l surface, and W f 3 3
t h e displacement of t h e impactor center of mass.
shapes of both s t r u c t u r e and impactor are given by
If t h e sur face
x = S(x ,x ), 3 1 2
x '= S ' (x ' ,x ' ) 3 1 2
then t h e boundary condi t ion t o be s a t i s f i e d over
the contact region i s
on x3, x; = 0
The def lec t ions w w ' are determined from a th ree dimensional 3' 3
ana lys i s , such as a Hertz ana lys i s , (as e .g . Willis, 1966). The
- 73 -
displacement W
theory, while t h e impactor displacement W' is governed by Newtons
law f o r t he body under i n i t i a l condi t ions
i s governed by a two dimensional p l a t e o r s h e l l 3
3
5 W' = 0, - - - V , a t t = O 0 d t 3
The so lu t ion o f such a problem f o r a composite s t r u c t u r e i s not
known t o t h e author , though the problem seems f a i r l y s t ra ightforward.
2 . Transient Load Problems
There has been, however, a number of s tud ie s made of t he response
of a composite body t o sho r t durat ion o r impact-l ike forces . Already
mentioned i s t h e work of Peck and Gurtman (1969) on the response of a
laminated h a l f space t o a compressive stress on t h e sur face i n t h e
d i r ec t ion of t h e layer ing. Sve (1972) has a l so t r e a t e d t h e laminated
h a l f space under impulsive hea t ing of t he sur face , (e.g. from a l a s e r ) ,
with thermoelast ic coupling.
theory of Sun e t a l . (1968). In another work Sve and Whit t ier (1970)
have appl ied t h i s theory t o the pressure loading of an obliquely laminated
h a l f plane t o determine t h e e f f e c t s o f lamination angle and dispers ion
on t h e stresses.
This work uses the approximate continuum
Voelker and Achenbach (1969) t r e a t e d an i n f i n i t e laminated body
under a s t e p body force i n a plane normal t o t h e layer ing using an exact
modal ana lys i s . The i n t e r f a c e shear stress wave shows a slow rise t o
a s t a t i c value, while t he normal i n t e r f a c e stress is found t o be o s c i l l a t o r y .
Also Sameh (1971) has used a d i s c r e t e element model t o ca l cu la t e t h e e las t ic -
p l a s t i c response of a layered h a l f space.
- 74 -
The one dimensional impact loading o f a laminated p la te has been
discussed by Hutchinson (1969) where t h e pressure is normal t o t h e
layer ing .
transmission coe f f i c i en t s f o r a stress pulse when it encounters a
d iscont inui ty . For example, t h e t ransmi t ted stress across a plane
boundary separa t ing two d i f f e r e n t materials with normal stress
inc ident on t h e sur face i s given by
This problem can be solved exac t ly using t h e r e f l e c t i o n and
o = TO T = 2 Z Z / ( Z + z ) 0 ’ 1 2 1 2
where
(Note, t h a t T i s independent of t h e d i r ec t ion of t he inc ident stress).
Thus a pressure d iscont inui ty of i n t e n s i t y p0 propagating normal t o
a laminated medium of a l t e r n a t i n g acous t ic impedances suffers an a t t en -
uat ion at t h e head of t h e pulse of
Z1, Z 2 are t h e acous t ic impedances o f t h e two materials.
a f t e r encountering n p a i r s of l aye r s . Analysis using the r e f l ec t ed
and t ransmi t ted waves i n each l aye r revea ls t he stress h i s t o r y behind
the wave f r o n t .
3 . Transient Edge Loading o f a Plate
As noted ea r l i e r , when the pulse durat ion i s long enough, d i spers ive
effects can b e neglected as a first approximation and an equivalent aniso-
t r o p i c model can be used (Eqs. ( 7 ) , (12) ) . One of t h e effects of anisotrony
- 75 -
i s revealed i n t h e one dimensional edge impact of an o r tho t rop ic
p l a t e with t h e impact force i n the plane of t h e p l a t e and t h e edge
oblique t o a symmetry ax i s
s t r u c t u r a l and material d i spers ion , w e can use Eqs. ( 7 ) , with
Neglecting
t h e boundary condi t ions on t h e edge
For an i s o t r o p i c material a compressional wave would be generated.
However, f o r an edge oblique t o the symmetry a x i s , two waves are
propagated i n t o t h e p l a t e with wave speeds corresponding t o those
on the ve loc i ty sur face with wave normal (cos$, s in$ ) . Also d i s -
placements normal and p a r a l l e l t o t h e edge w i l l be exc i t ed . The
displacements w i l l t ake the form (xn normal t o edge, x along
the edge) n un = u [cos+ - a s i n + ] f ( t - -
S
X
1 1 V 1 n
+ u [cos$ - a s in$ ] f ( t - y 1 2 2 n
X
L n S X
U = U [sin$ + 01 COS$] f ( t - - ) 1 1 V
1 n X
+ u [s in$ + a cos$] f ( t - 7 1 2
2 2
The vectors (1, a l ) and (1, a ) are the eigenvectors corresponding
t o v , v respec t ive ly and depend on t h e angle 4 . 2
1 2
The quasi shear wave is generated through t h e coupling o f t h e
normal stress t.” with t h e shear s t r a i n , e , i n t h e cons t i t u t ive ns
- 76 -
n S n equations wr i t t en i n t h e x - x coordinate system, i . e . on x = 0
The constants
the angle I$ , (see Ashton e t a l . 1969). Determination o f t h e constants
U , U r e s u l t from s u b s t i t u t i o n of Eqs. (41) i n t o these boundary condi-
t i ons and is l e f t f o r t h e reader .
A l l , A I 6 , e t c . a r e r e l a t e d t o the e las t ic constants and
1 2
4 . Impact Generated Flexural Waves
Flexural waves generated by impact forces t ransverse t o i s o t r o p i c
p l a t e s has been reviewed by Mikowitz (1960). The one dimensional l i n e
impact of an iso t ropic p l a t e using both t h e Mindlin Eqs. (12) and t h e
classical theory, Eq. (15), has r ecen t ly been t r e a t e d by Moon (1972d)
In t h i s work t h e l i n e force is t ransverse t o the p la te sur face and
oblique t o t h e composite symmetry axes. In the context of t h e Mindlin
theory extensional waves are generated by a t ransverse force as well as
a f l exura l wave. The importance o f shear deformation and ro t a ry
i n e r t i a , as r e f l e c t e d i n Mindlins theory, i s shown t o become important
when the width of t h e contact force d i s t r i b u t i o n is comparable t o t h e
p l a t e thickness .
The ca l cu la t ion o f t h e two dimensional stress wave response t o
cen t r a l impact forces has r ecen t ly been s tudied by Chow (1971) and ).
Moon (1972b,c). Using a Timoshenko theory f o r laminated o r tho t rop ic p l a t e s
- 77 -
Chow (1971) t r e a t s t h e t r ans i en t response of a rectangular p l a t e t o normal
impact.
The author (Moon 1972b,c) uses a Mindlin p l a t e model t o examine the stress
contours a f t e r impact i n an i n f i n i t e p l a t e .
and f l exura l waves a re shown t o be generated under t ransverse impact.
Again,both extensional
Solutions t o t h e equations which govern the cen t r a l impact of
an iso t ropic p l a t e s were found f o r impact-like pressures using an
analytical/computational method.
used was the following
The impact pressure d i s t r ibu t ion
f o r r < a , ( r 2 = x2 + x2) and t < T 1 3 0
The th ree s t r e s s measures chosen were the average membrane stress
(t + t ) / 2 , t h e average f lexura l stress ( t + t ) / 2 a t the surface 11 33 11 33
of t he p l a t e , and t h e maximum inter laminar shear s t r e s s given by
( t 2 + t 2 21 2 3
The s t r e s s e s were calculated i n a qua r t e r plane of t h e p l a t e f o r a
s p e c i f i c time a f t e r t he i n i t i a t i o n of inipact and were normalized with
respect t o t h e maximum impact pressure as calculated i n the above sec t ion .
The da ta i s presented f o r various times and lay-up angles i n the form
of stress contour p l o t s (Figures 27, 28). Superimposed on these curves
- 78 -
a r e the theo re t i ca l wave f ron t f o r t he p a r t i c u l a r wave i n question
and the radius of t he c i r c l e which bounds the impact pressure.
The s i g n i f i c a n t stress l eve l s a l l l i e within t h e sur face bounded
by t h e theo re t i ca l wave sur face . In Figure 27, the average o r membrane
mean stress contours 1 /2 ( t + t ) f o r graphi te fiber/epoxy matrix
laminate p l a t e s are shown f o r lay-up angles of 1 1 33
O o , k45'.
The f l exura l o r bending motion has th ree waves associated with
i t . The l a r g e s t s t r e s s e s however were found i n t h e lowest f l exura l
wave which t r a v e l s a t an i s o t r o p i c speed given by
(K = lT2/12 ,
mean f l exura l
Figure 28 f o r
lay-up angles)
is Mindlin's cor rec t ion f a c t o r ) . S t r e s s contours f o r t he
stress 1 / 2 ( t - - + t - - ) i n t h i s wave a re shown i n 1 1 3 3
graphi te fiber/epoxy matrix
under the t ransverse impact
the wave f r o n t is c i r c u l a r s ince v is
S t resses i n the second and t h i r d f l exura l 3
0 0 laminate p l a t e s (+15 , 245
pressure E q . (42) . Note t h a t
i s o t r o p i c f o r laminate p l a t e s .
waves were found t o be small.
A t h ree dimensional computer p l o t i s shown i n Figure 29 f o r t he f l exura l
s t r e s s f o r t he k45 lay-up angle composite p l a t e . 0
The maximum stress l eve l s were found t o occur immediately after
the end of impact and appeared t o propagate along the f i b e r d i r ec t ions ,
given by the lay-up angles .
These r e s u l t s show t h e e f f e c t of t he change of f i b e r lay-up angles
on the stress d i s t r ibu t ions . For the f l exura l stresses, t h e optimum
- 79 -
0 lay-up angle t o be 41S0, showing a 34% lower stress l eve l than t h e 445
case. However, regarding t h e inter laminar shear s t r e s s e s , f o r t he same
impact conditions, there seems t o be l i t t l e difference i n t h e maximum
s t r e s s leve l with lay-up angle desp i te s ign i f i can t changes i n s t r e s s
d i s t r i b u t i o n i n space with Pay-up angle.
Another r e s u l t of these calculat ions i s t h a t t he induced s t r e s s e s
depend on t h e impact c i r c l e radius t o p l a t e thickness r a t i o .
O f course, t o evaluate t h e p o s s i b i l i t y of f r ac tu re o r f a i l u r e
of t he composite under impact, the complete s t r e s s matrix a t a point
must be known, as well as the f a i l u r e c r i t e r i a f o r t h e mater ia l .
- 80 -
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- 89 -
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- _ -
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- 96 -
CAPTIONS FOR F I G U R E S
3
4
5
6
Geometry of a two dimensional wave i n a mult i -ply p l a t e
Velocity sur faces versus wave d i r ec t ion f o r var ious
p l y lay-up angles; 55% graphi te fiber/epoxy ma t r ix
(Moon, 1972)
Direct ion of p a r t i c l e motion versus wave normal f o r
var ious p l y lay-up angles; 55% graphi te fiber/epoxy
matr ix (Moon, 19'72)
Wave sur faces f o r mult i -ply p l a t e s ; a)
angle, b ) 215' f i b e r lay-up angle (Moon, 1972)
0' f i b e r lay-up
0 Wave sur faces f o r mult i -ply p l a t e s ; a) +30 f i b e r lay-up
angle , b) +4S0 lay-up angle (Moon, 1972)
Flexural wave d ispers ion r e l a t i o n s i n an an iso t ropic p l a t e
(Mindlin's theory); 55% graphi te fiber/epoxy matrix mult i -
p l y p l a t e , +45 f i b e r lay-up angle. 0
Surface waves and edge waves i n s o l i d s
Dis tor t ion o f an i n i t i a l l y shaped t rapezoida l pulse
due t o wave d ispers ion e .g . longi tudina l waves pro-
pagating across o r down t h e f i b e r s of a un id i r ec t iona l
f i b e r composite material
- 97 -
9
10
11
1 2
13
14
Distor t ion of an i n i t i a l l y shaped pulse due t o wave
dispers ion e .g , shear wave propagating down the f i b e r s
of a unid i rec t iona l f i b e r composite material
Approximate dispers ion r e l a t ions f o r longi tudinal waves
i n boron fiber/aluminum matrix rods f o r various or ien ta t ions
of t h e f i b e r s t o the rod ax is (Pot t inger , 1970), mater ia l
dispers ion not included .
Sketch o f dispers ion r e l a t i o n f o r longi tudinal o r shear waves
propagating normal t o the layers of a composite of a l t e r -
nat ing i so t rop ic layers , E q . (26) .
Comparison of exact dispers ion r e l a t i o n s ( so l id l i nes ) w i t h
t he microcontinuum theory of Sun e t a l . (1968) f o r various
shear modulus ratios; a) shear waves propagating i n t h e
d i rec t ion of t he layer ing, b) longi tudinal waves propa- I
gat ing i n t h e d i r ec t ion of the layer ing
Shock wave speed versus p a r t i c l e ve loc i ty (Hugoniot curve)
f o r a mixture of AR 0
(Munson and Schuler, 1970)
p a r t i c l e s i n an epoxy matrix 2 3
Experimental speeds of longi tudinal waves i n steel fiber/epoxy
matrix rods fo r various volume f r ac t ions of s teel , (Nevi11
e t a l . , 1972) ; waves t r a v e l l i n g along t h e f i b e r s
- 98 -
15
16
17
18
19
The e f f e c t of f ab r i ca t ion on shock wave spa11 damage
i n a boron fiber/aluminum matrix composite (Schuster
and Reed, 1969); a) brazed composite, b ) d i f fus ion
bonded composite
Experimental dispers ion r e l a t i o n f o r longi tudinal waves
propagating down t h e f i b e r s ( h a y e t a l . , 1968); a) graphi te
f i b e r (Thornel) re inforced carbon phenolic composite,
b) boron f i b e r re inforced carbon phenolic composite.
Experimental dispers ion r e l a t ions f o r waves i n boron f i b e r /
epoxy matrix composite (Tauchert and Guzelsu, 1972)
upper f igu re - longi tudinal waves normal t o the f i b e r s ;
lower f igu re - shear waves, x ax is is along t h e f i b e r s 3
Experimental dispers ion r e l a t i o n f o r longi tudinal waves
i n a tungsten fiber/aluminum matrix composite (Sutherland
and Lingle, 1972) lower curve shows second branch and a
cutoff frequency around 4 MHZ
Ortho t ropic phot oe 1 as t i c i t y experiment showing an anis0 t ropi c
extensional wave i n a p l a t e loaded with a lead azide charge
i n t h e center (Dally, e t a l . , 1971), compare with Figures
4, 27.
- 99 -
20
21
22
23
24
25
26
Dynamic s t r e s s - s t r a i n curves f o r steel fiber/epoxy matrix
composite under various s t r a i n rates (Sierakowski e t a l . ,
1970a) tests were conducted using compressional waves along
the f i b e r s
Impact damage i n a graphi te fiber/epoxy matrix p l a t e
( . 2 5 e m , 0 . 1 inches th i ck ) showing back face s p l i t t i n g
f o r 0 . 6 4 cm (1/4 inches) diameter steel b a l l s a t
115 m/sec i n i t i a l ve loc i ty .
+45 (Novak and Preston, 1972)
Ply lay-up angles t45', O o ,
0
Wave sur faces generated by a l i n e impact on a an iso t ropic
h a l f space (Kraut, 1963)
Contact times based on Hertzian model ca lcu la t ions f o r t he
impact of i c e b a l l s and g ran i t e spheres on graphi te f i b e r /
epoxy matrix h a l f space
S t a t i c experimental contact force r e l a t i o n f o r a 3/8 inch
diameter steel b a l l on graphi te fiber/epoxy matrix composite,
normal t o t h e f i b e r d i r ec t ion
S ta t i c experimental contact force r e l a t i o n f o r a 1/4 inch
diameter steel b a l l on boron fiber/aluminum matrix composite,
normal t o t h e f i b e r d i r ec t ion
Geometry of impact with a p l a t e , showing t h e effect of
motion o f t h e s t r u c t u r e
- 100 -
27
28
29
S t r e s s contours f o r t he membrane stress 1 / 2 ( t + t )
a f t e r impact f o r a 55% graphi te fiber/epoxy matrix
p l a t e . Comparison of a) O o , and b) 245 p ly lay-up
angle cases (Moon, 1972)
1 1 33
0
Stress contours f o r t he lowest f l exura l wave stress
1 /2 ( t
epoxy matrix composite p l a t e . Comparison o f a) t15
and b) t 4 5 p ly lay-up angle cases (Moon, 1972)
+ t 3 3 ) af ter impact f o r a 55% graphi te f i b e r / 1 1
0
0
Three dimensional p l o t of t h e lowest f l exura l wave,
1 /2 ( t + t ) , and a q u a r t e r plane o f t he p l a t e f o r
a 55% graphi te fiber/epoxy matrix composite p l a t e with
+45O p ly lay-up angles ( f i b e r s along diagonals)
(Moon, 1972)
11 33
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