analysis of local delaminations caused by angle ply matrix ...€¦ · satish a. salpekar, t. kevin...
TRANSCRIPT
![Page 1: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/1.jpg)
J
NASA TECHNICAL MEMORANDUM 109052"" /
6z/
Analysis of Local Delaminations Caused by Angle Ply
Matrix Cracks
Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar
November 1993
National Aeronautics and
Space Administration
LANGLEY
Hampton,
RESEARCH CENTER
Virginia 23681-0001
(NASA-TM-IO9052) ANALYSIS OF_ELAMINATIONS CAUSED BY ANGLEMATRIX CRACKS (NASA) 67 p
LOCAL
PLY
N94-24083
Uncl as
G3124 0203596
https://ntrs.nasa.gov/search.jsp?R=19940019610 2020-05-20T18:11:19+00:00Z
![Page 2: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/2.jpg)
![Page 3: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/3.jpg)
SUMMARY
Two different families of graphite/epoxy laminates with similar layups
but different stacking sequences, (0/e/-0)s and (---6/0/0)s, were analyzed using
three-dimensional finite element analysis for 0 =15 and 30 degrees.
Delaminations were modeled In the -0/8 interface, bounded by a matrix crack
and the stress free edge. The total strain energy release rate, G, along the
delamination front was computed using three different techniques: the virtual
crack closure technique (VCCT), the equivalent domain integral (EDI)
technique, and a global energy balance technique. The opening fracture mode
component of the strain energy release rate, Gi, along the delamination front
was also computed for various delamination lengths using VCCT. The effect of
residual thermal and moisture stresses on G was evaluated.
KEYWORDS: Composite Material, Graphite Epoxy, Delamination, Matrix
Crack, Finite Element Analysis
![Page 4: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/4.jpg)
INTRODUCTION
The design of composite structural parts and their life prediction under
service conditions requires the understanding of the details of damage modes
occurring in composites [1]. Some of the important damage modes in laminated
composites are matrix cracking and the local delamination in the region where
a matrix crack meets a stress free edge. Such local delaminations may
contribute to eventual failure of the laminate.
The tests conducted on [0n/-J:l 5]s laminates by Lagace and Brewer [2]
showed that the delamination area in the 15/-15 interface extended between
the transverse ply crack and the free edge. O'Brien & Hooper [3] and O'Brien [4]
found that matrix cracking was detected as the first event, followed by local
delamination, in (02/02/-02)s graphite/epoxy laminates (0=20, 25, 30 degrees)
subjected to tension fatigue loading. This same damage sequence was
observed by O'Brien [5] in (02/-e2/02)s graphite/epoxy laminates (0=15, 30
degrees). The matrix cracks formed near the stress free edge and the local
delaminations formed in the e/-e interface. These local delaminations were
bounded between the free edge and the matrix crack, as shown schematically
in figure 1.
Salpekar and O'Brien [6] analyzed (0/0/---e)s graphite/epoxy laminate
(e=15, 45 degrees) subjected to tension load, using a three-dimensional finite
element analysis. For the e .,15 degree case, the matrix cracking in the -15 ply
was found to create a very large, and possibly singular, interlaminar tension
stress in the 15/-15 interface. This apparent singularity indicated that the
delamination may initiate at the point where the matrix crack intersects the
laminate edge. For the 0 = 45 degree case, the strain energy release rate, G,
2
![Page 5: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/5.jpg)
for a local delamlnatlon was calculated for a delamination in the 45/-45
Interface, growing uniformly away from the matrix crack in the -45 degree ply.
For this case, G was higher near the laminate edge than in the interior of the
laminate. In an experimental and analytical study, Fish and O'Brien [7]
concluded that in (15/90n/-15)s glass/epoxy laminates, the interlaminar tensile
stresses due to cracking in the +15 degree ply plays a significant role in the
onset of local delamination.
The purpose of the present study was to compute the strain energy
release rates associated with local delaminations originating from matrix cracks
in two different families of laminates with similar layups but different stacking
sequences. Both (0/e/-0)s and (-e/0/0)s graphite/epoxy laminates were
analyzed using three-dimensional finite element analysis, for e =15 and 30
degrees. These two cases were chosen because they bound the behavior
observed in experiments on orthotropic laminates with angle ply matrix cracks
[3-5]. The experimentally observed local delaminations that formed in the -e/0
interface and were bounded by the matrix crack and the stress free edge were
modeled using three-dimensional finite elements. The strain energy release
rate, G, along the delamination front was computed using three different
techniques; the virtual crack closure technique (VCCT) [8], the equivalent
domain integral (EDI) technique [9-11], and a global energy balance technique
[12]. The computation of G was performed for three delamination fronts
corresponding to three unique delamination lengths. The effect of residual
thermal and moisture stresses on G was also evaluated.
3
![Page 6: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/6.jpg)
LAMINATE CONFIGURATIONS AND LOADING
The two graphite/epoxy laminates, (02/02/-02)s and (02/-02/02)s, tested
in references 3-5 were 5 inches long, 1 inch wide, and 12 plies thick, each ply
being .005 Inohes thick. For simplicity in the modeling, these laminates were
assumed to be 6 plies thick, with each ply having a thickness of 0.01 inches.
Furthermore, In order to take advantage of symmetry in boundary conditions,
the second stacking sequence was altered in the modeling so that the -0
degree ply was on the surface. Hence, the two laminates were modeled as
(o/o/-o)s and (-0/0/0)s laminates.
Because the matrix cracks and local delaminations observed in
references 3-5 never extended a distance greater than 5 to 10 times the ply
thickness (h) from the free edge, for reasons of computational efficiency
specimen dimensions were assumed in the model that were much smaller than
the physical dimensions. As shown in fig.2, the model was 75h long by 10h
wide. The coordinate axes were assumed as shown in the fig. 2, with the origin
located at point A. Only half of the laminate thickness was modeled and the
symmetry boundary conditions were applied on the appropriate plane of
symmetry for each _tacking sequence. Thus, the symmetry condition was
applied on the z=0 plane for (0/0/-0)s laminate, and on the z=3h plane for the
(-0/0/0)s laminate.
The matrix crack extended through the thickness of the -0 degree ply,
parallel to the fiber direction in the xy plane. Although the matrix cracks
observed at the free edge in references 3-5 formed at oblique angles to the xy
plane (fig.l), the matrix crack plane was modeled normal to the xy plane for
simplicity and computational efficiency (fig.2).
4
![Page 7: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/7.jpg)
The local delaminatlonwas modeled in the e/-e interface, with the
delamination front inclined at an angle of 20 to the free edge as observed in
references 3-5 (fig. 1). The elastic constants for the graphite/epoxy material
used in the analysis are shown in Table 1. The laminate was subjected to a
uniform displacement by constraining the plane x=0 in the x direction and by
applying an arbitrary uniform displacement of 0.01 inch in the positive x-
direction to the x=75h plane (fig. 2). This displacement corresponded to a
uniform axial strain of 0.0133 in/in. Residual thermal and hygroscopic loads
were applied as described in reference 13.
ANALYSIS
The finite element model of the laminate consisted of 2394 20-noded
hexahedral elements having 11,560 nodes (fig. 3). A fine mesh was used in
the area surrounding the intersection of the -e degree matrix ply crack and the
free edge. For elements at the intersection of the matrix crack and free edge, the
nodes on two edges of the hexahedral elements were consolidated to form
pentahedral elements.
The region of local delamination in the 0/-e interface bounded between
the matrix crack and the free edge was modeled beginning with the first
delamination front at a distance of one ply thickness, h, from the intersection of
the matrix crack with the free edge, followed by elements one third of a ply
thickness, hi3, long at the free edge (fig.4). All elements had a z-direction
thickness of hi3. This mesh was gradually transitioned to a coarser mesh away
from the region of local delamination. Separate finite element models were
generated for e =15 and 0 = 30 degrees cases for the two layups (o/e/-e)s
and (-e/e/O)s.Separate models were needed for each e because the matrix
5
![Page 8: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/8.jpg)
crack in the -e degree ply was parallel '_othe fiber direction and the
delaminatlon front in the xy plane was inclined at 20 to the free edge (fig. 1).
The strain energy release rate associated with the local delamination
was calculated at the delamination front which was inclined at 29 to the free
edge (fig.l). Three different delamination fronts were used for the G calculation.
The length, a, of the delamination front measured along the free edge for the
three cases, was 1.66h, 2.33h, and 3.33h, where h is the ply thickness. The
delamination front was subdivided into six equal length, L, segments as shown
in fig. 4. The magnitude of L for any particular front was a function of the
delamination length, a, and e.
Because the in-plane normal stresses perpendicular to the
fiber direction, o'22, in the -0 degree ply had been previously
determined to be tensile only near the free edge [3], G calculations
were performed for two different damage configurations. In the first
case, the matrix crack was modeled at a distance corresponding to the length at
which the matrix crack faces started to cross into one another. The matrix crack
length, d, was then held fixed and the delaminations were extended to compute
G. The delamination front never reached the matrix crack front in this case. In
the second case, the matrix crack extended only as far as the delamination
front for each increment of delamination growth.
Three different methods were used to compute G. The first method was
based on the change in the global energy due to the movement of the
delamination front and gives the average G between two delamination fronts
[12]. The other two methods, the Virtual Crack Closure Technique (VCCT) and
the Equivalent Domain Integral (EDI) technique, were used to compute the
distribution of G along the delamination front at each delamination length.
6
![Page 9: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/9.jpg)
The VCCT is well documented in the literature [8]. The VCCT techniques
requires that the elements behind and ahead of the delamination front be
orthogonal to the delamination front. In the present problem, this requirement is
violated because the finite element mesh configuration is dictated by the shape
of the local delamlnation. The local delamination initiates at the intersection of
the matrix crack in the -0 ply and the free edge and the delamination front is
inclined at 20 to the free edge. Thus, the finite element mesh will appear to be
radiating from a corner as shown in figure 3. The EDI technique [9,10,11] does
not have this orthogonality requirement. Therefore, the G computation was
alternatively performed using EDI, and the results of the two methods were
compared.
The EDI method is used to obtain the total J-integral for cracked elastic
and elastic-plastic bodies. For an elastic body, J is equivalent to G. The total
J-integral at any point along the crack front in a 3-D cracked body is defined as
an integral of the energy potential over a closed surface around the crack front.
Recently, the surface integral was extended to a volume integral, called the
equivalent domain integral, for ease of implementation in a finite-element
analysis and accurate evaluation of the integral [9,10,11]. This was done using
Green's divergence theorem and de Lorenzi's s-function [14]. The s-function is
a continuous function defined from the inner surface to the outer surface of the
domain selected for the J-integral calculation. The J-integral is evaluated from
the accumulated stress-work density, stress, total strain, and displacement
fields.
To implement the EDI method, element numbers are input within the user
selected domain, at node numbers on the inner surface at which s is defined to
be 1. The selection of the domain depends on the gradient of the strength of
singularity along the crack front, and the finite element modeling in the crack
7
![Page 10: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/10.jpg)
front region,etc, The guidelines for the selection of the s-function and the
domain are given in reference 11.
TOTAL G RESULTS AND DISCUSSION
The results of the analysis of (0/e/-e)s and (-0/0/0)s graphite/epoxy
laminates for 0 .,15 and 30 degrees are discussed. For each layup, the G
results are presented for a fixed matrix ply crack length ahead of the
delamination front as well as for the case where the matrix ply crack extends
only as far as the delamination front. The effect of delamination growth was
studied by considering three delamination lengths (a/h= 1.66, 2.33, 3.33). The
effect of thermal and moisture residual stresses on the (0/30/-30)s laminate was
also analyzed (see appendix).
Results for (0/15/-15)__
The matrix ply crack in the -15 ply was allowed to grow in hi3 increments
until the crack faces began crossing into one another. This crack length was
found to be d=3.67h. Then, keeping this crack length constant, the
delamination was modeled considering three delamination lengths (a/h= 1.66,
2.33, 3.33).
The strain energy release rate along the delamination front for each
case is shown in figures 5-7, respectively. The results from the VCCT and EDI
methods agree well along the middle of the delamination front but diverge near
the matrix crack and the free edge where the EDI values were always lower
than the VCCT values. The difference in the VCCT and EDI results are limited
to the last element near the matrix crack and the free edge. If a more refined
8
![Page 11: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/11.jpg)
mesh had been used, with more elements along the delamination front, the
difference in the two techniques for calculating G would be insignificant
everywhere except at the matrix crack and free edge. Hence, the VCCT
technique yields accurate G distributions along the delamination front even
though the finite element mesh at the delamination front is not orthogonal.
The VCCT results for all three delamination fronts are shown in figure 8.
The G distribution is relatively uniform along the front at a/h=1.66, but becomes
slightly skewed at a/h=3.33, with a greater G near the free edge than near the
matrix crack. This change in the G distribution indicates that the delamination
may change shape slightly as it grows, deviating from the 2(] angle with the free
edge that was originally assumed.
The average G along the front calculated using the VCCT and EDI
techniques was obtained for each delamination length. These average G
values are plotted in figure 9. As noted previously, the average EDI values are
lower than the VCCT values, but this discrepancy would diminish if a more
refined mesh was used near the matrix crack and free edge. Also shown in
figure 9 are the average G values between successive delamination fronts,
obtained from the change in global energy, and plotted at the midpoint between
the fronts. The first point from the "global energy" method (a=l.33h)
corresponds to the average energy released from the initial delamination length
modeled at a=l.0h up to the first delamination front at a=1.66h. The average G
increases slightly with increasing a/h and the VCCT and global energy based
methods are in goocl agreement. Although the assumption of orthogonality is
violated in the modeling, VCCT gives fairly accurate results, which are in
agreement with the global energy balance. Therefore, VCCT appears to be a
robust technique for G calculation.
9
![Page 12: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/12.jpg)
The G variations along the delamination front for the three values of aJh
where the matrix crack extends only to the delamination front are shown in
figure 10. The average G calculated using VCCT along the front as a function of
aJh is shown in figure 11. Also shown in figure 11 is the average G calculated
using VCCT along the front vs. a/h from figure 9. The average G where the
matrix crack extends only as far as the delamination front is lower than the
average G where the matrix crack length is held constant at d=3.67h. Hence,
the matrix crack length will influence the magnitude of the strain energy release
rate for local delamination growth. A corresponding G analysis for matrix crack
growth would need to be performed and compared to an appropriate failure
criteria to establish which case is more appropriate. Such an analysis may need
to be performed iteratively with the delamination analysis because any
delamination that initiates may also influence the G for further matrix crack
growth. However, experimental observations for brittle matrix composites [3-5]
indicates that the assumption made in the first case, of a constant matrix crack
length corresponding to the distance to crack closure, may be a reasonable
approximation for analyzing delamination onset and assessing delamination
durability.
Results for !0/30/-30)s_
In the analysis of (0/30/-30)s laminate, the matrix ply crack was grown up
to d=4.33h before the crack faces started crossing into one another. This crack
length was then held constant and the G computation was performed for local
delamination growth. Figures 12-14 show the G variation across the
delamination front, for aJh=1.66, 2.33, 3.33, respectively. As noted previously,
the EDI results agree with the VCCT results along the middle of the
10
![Page 13: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/13.jpg)
delaminatlon front but diverge for the elements near the matrix crack and the
free edge where the EDI values were lower than the VCCT values. However, G
values calculated in the middle of the delamination front using these two
techniques for a/h=1.66 (fig.12) do not agree as closely as was observed for the
longer delamlnation lengths (flgs.13&l 4).
Figure 15 shows the VCCT results for the three values of a/h. The G
distribution are slightly skewed for all three values of a/h, with a greater G near
the free edge than near the matrix crack. The distributions become less uniform
with increasing a/h. This skewness in the G distribution indicates that the
original delamination shape may deviate from the 20 angle originally assumed
and that the delamination may change shape as it grows.
The average G across the front, as calculated by VCCT as a function of
a/h, Is shown in figure 16. The variation in G with increasing a/h is fairly small,
with a only a slight decrease in G up to a/h=3.33. Similar to the e=15 degree
case, the VCCT and the global energy method are in good agreement and the
EDI values are lower due to the lower values in the end segments.
The G variations along the delamination front for the three values of a/h
where the matrix crack extends only to the delamination front are shown in
figure 17. The average G along the front as a function of a/h is shown in figure
18. Also shown in figure 18 is the average G along the front vs. a/h from figure
16. As noted previously for the 0=15 degree case, the average G where the
matrix crack extends only as far as the delamination front is lower than the
average G where the matrix crack length is held constant at d=4.33h. Hence,
the matrix crack length will influence the magnitude of the strain energy release
rate for local delamination growth.
11
![Page 14: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/14.jpg)
Results for _-15/15/0!._ Laminate
For the (-15/15/0)s layup, the matrix crack length in the -15 degree ply
was maintained at d=3.67h; the same length as the (0/15/-15) layup. G was
also computed for the same delamination locations; a/h=1.66, 2.33, 3.33. The G
distributions along the delamination front are shown in figures 19-21. The
comparison between EDI and VCCT is consistent with the previous layup.
However, G values calculated in the middle of the delamination front using
these two techniques for a/h=1.66 (fig.19) do not agree as closely as was
observed in the previous layups or as was observed for the longer delamination
lengths for this layup (figs.20&21).
Figure 22 compares VCCT G distributions along the delamination front
for all three delamination lengths. The G distributions are skewed for all three
values of a/h. Unlike the previous cases, however, the distributions are more
non-uniform at the smaller delamination lengths, indicating that the original
delamination shape may deviate significantly from the 20 angle originally
assumed but may approach this shape as the delamination grows.
The average G across the delamination front, as a function of a/h, is
shown in figure 23. Tho variation is fairly small, with a slight decrease in G, up
to a/h=3.33. As noted previously, the VCCT and the global energy method are
in good agreement and the EDI values are lower due to the lower values in the
end segments.
plesults for {- 30/30/0__
For the (-30/30/0)s layup, the matrix crack length in the -30 ply was
maintained at d=4.33h; the same length as the (0/30/-30) layup. Figures 24 and
12
![Page 15: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/15.jpg)
25 show the G distribution along the delamination front for the _,-30/30/0)s
layup containing a matrix crack in the -30 ply, for a/h=1.66 and 3.33,
respectively. The comparison between EDI and VCCT is consistent with the
previous layup. As noted in that case, G values calculated in the middle of the
delaminatlon front using these two techniques for a/h=1.66 (fig.24) do not agree
as closely they did for the longer delamination length of a/h=4.33 (fig.25).
Figure 26 compares VCCT G distributions along the delamination front
for all three delamination lengths. The G distributions are skewed for all three
values of a/h. The distribution at the intermediate delamination length
(a.h=2.33) is the most uniform, indicating that the original delamination shape
may deviate from the 29 angle originally assumed, but the delamination
approaches this shape before deviating once again with further growth.
The average G across the delamination front, as a function of a/h, is
shown in figure 27. There is a slight decrease in G with delamination length up
to a/h=3.33. As noted previously, the VCCT and the global energy method are
in good agreement and the EDI values are lower due to the lower values in the
end segments.
Comoarison of 15 and 30 dearee layu0s
Figures 28 and 29 compare the average G along the delamination front
for the 15 and 30 degree layups for the two unique stacking sequences,
respectively. For both stacking sequences, the 30 degree layup had a greater
average total G than the 15 degree layup.
13
![Page 16: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/16.jpg)
GI RESULTS AND DISCUSSION
Recent studies have indicated that G components due to the three
unique fracture modes I, II, and III (corresponding to opening, sliding shear,
and tearing shear, respectively), as calculated using the VCCT technique in
finite element analyses, are depended on the mesh refinement at the
delamination front [15-17]. This mesh size dependence has been attributed to
the oscillatory nature of the singularity associated with a crack growing at a
bimaterial interface [16]. Two techniques have been proposed to overcome this
limitation. The first involves modeling the resin rich layer between delaminating
plies as a thin adhesive film and simulating the delamination growth within this
thin resin layer. Although this technique yields G components that are
independent of mesh refinement, it requires a very fine mesh near the
delamination front, and greatly increases the number of degrees of freedom
required in the model. The second technique involves modifying specific
material properties in the elements at the delamination front such that the
oscillatory term in the singularity vanishes [17]. This technique has only recently
been proposed, and to date, has not been attempted in fully 3D analyses.
These techniques are needed if a quantitative comparison of calculated
fractures modes are required to compare to delamination failure criteria for
predicting experimentally observed delamination failures. However, if a
reasonable mesh refinement is used at the delamination front, where element
dimensions are no larger than the ply thickness, h, and no smaller than the fiber
tow dimensions (typically h/20 for graphite fiber reinforced composites),
qualitative conclusions may be drawn as to the presence and distribution of the
three fracture modes for delamination in a particular laminate configuration and
loading. This is the approach that was taken in the present study.
14
![Page 17: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/17.jpg)
The opening fracture mode component of the strain energy release rate,
Gi, was determined using the VCCT technique for the cases where the
matrix crack length was held constant. However, because of the non-
orthogonality of the finite element mesh, the two independent shear
fracture mode components, GII and Gill could not be isolated.
However, the sum of these two modes must equal the difference in
the total G and the mode one component, G l. In addition, for brittle
epoxy matrix composites, the mode I interlaminar fracture
toughness, GIc, is typically much lower than either the mode II or
mode III interlaminar fracture toughness, GIIc and GIIIc, respectively
[3-5]. Hence, The presence of mode I, and its relative contribution to
total G, is often of primary concern.
Results for e = 15 dearee Laminates
Figures 30 and 31 show the distribution of Gi across the delamination
front for the (0/15#15)s and (-15/15/0)s laminates, respectively. For all three
delamination lengths modeled, the mode I component was greatest near the
matrix crack and vanished near the free edge. In addition, the mode I
component decreased with increasing delamination length. Fig. 32 shows the
dependence of Gi on delamination length using the value calculated
next to the matrix crack for both laminates. Fig. 33 shows the ratio of Gi
to the total G as a function of delamination length using the values
calculated next to the matrix crack for both laminates. Comparison
of the (0/15/-15)s and (-15/15/0)s laminates in figures 32 and 33 illustrate the
influence of stacking sequence on local delamination. The GI/G ratio for the
(-15115/0)s laminate with a matrix crack in the surface -15 degree ply is greater
15
![Page 18: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/18.jpg)
than the GI/G ratio for the (0/15/-15)s laminate with a matrix crack in the -15
degree ply in the interior of the specimen thickness.
Results for 0 = 30 degree Laminate
Figures 34 and 35 show the distribution of GI across the delamination
front for the (0/30/-30)s and (-30/30/0)s laminates, respectively. For
all three delamination lengths modeled, the mode I component was greatest
near the matrix crack and decreased near the free edge. In addition, the mode I
component decreased with increasing delamination length. Fig. 36 shows the
dependence of Gi on delamination length using the value calculated
next to the matrix crack for both laminates. Fig. 37 shows the ratio of Gi
to the total G as a function of detamination length using the values
calculated next to the matrix crack for both laminates. Comparison
of the (0/30/-30)s and (-30/30/0)s laminates in figures 36 and 37
illustrate the influence of stacking sequence on local delamination. The Gi/G
ratio for the (-30/30/0)s laminate with a matrix crack in the surface -30
degree ply is greater than the GI/G ratio for the (0/30/-30)s laminate with
a matrix crack in the -30 degree ply in the interior of the specimen thickness.
Comoarison of 15 and 30 degree layuos
Figures 38 and 39 compare the Gi/G ratios for the 15 and 30 degree
layups for the two unique stacking sequences, respectively. For both stacking
sequences, the 30 degree layup had a greater GI/G ratio than the 15
degree layup.
16
![Page 19: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/19.jpg)
CONCLUSIONS
Two different families of graphite/epoxy laminates with similar layups
but different stacking sequences, (0/0/-0)s and (-8/e/O)s, were analyzed using
three-dimensional finite element analysis for 0 =15 and 30 degrees.
Delaminations were modeled in the -e/e interface, bounded by a matrix crack
and the stress free edge. The total strain energy release rate, G, along the
delamination front was computed using three different techniques: the virtual
crack closure technique (VCCT), the equivalent domain integral (EDI)
technique, and a global energy balance technique. The opening fracture mode
component of the strain energy release rate, Gi, along the delamination front
was also computed for various delamination lengths using VCCT. The effect of
residual thermal and moisture stresses on G was evaluated. From these
analyses, the following conclusions were drawn:
(1) The variation of average G along the delamination front as a function of
delamination length was relatively small, with the VCCT and global energy
based methods showing good agreement.
(2) The G distributions along the delamination front calculated from the VCCT
and EDI methods agree well in the interior but diverge at the end segments
near the matrix crack and the free edge. The EDI values at the end segments
were always lower than the VCCT values. The average EDI values were lower
than the values obtained by the other two methods due to the significantly lower
G values at the end segments.
17
![Page 20: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/20.jpg)
(3) Although the assumption of orthogonality is violated in the finite element
model, VCCT gives fairly accurate results, which are in agreement with the
global energy balance and EDI techniques. Therefore, VCCT appears to be a
robust technique for G calculation.
(4) The matrix crack length influences the magnitude of the G for delamination.
For both layups analyzed, the average G along the delamination front for the
case where the matrix crack extends with the delamination front was lower than
the average G for the case where the matrix crack was a constant length
beyond the delamination front.
(5) For both layups modeled, the opening mode, GI, was greatest near the
matrix crack and decreased near the free edge. In addition, GI decreased with
increasing delamination length. The Laminates that had a matrix crack in the
surface ply had a greater Gt/G ratio than the laminates that had a matrix
crack in the interior of the specimen thickness.
(6) The addition of the contribution of thermal residual stresses, resulting from
the cool down after cure, to the strain energy released as the delamination
grows results in a G M+T value that is greater than G M for mechanical
loading only. The subsequent addition of moisture relaxes these residual
thermal stresses, and hence, decreases GM+T+H.
18
![Page 21: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/21.jpg)
APPENDIX
EFFECTSOF THERMALAND MOISTURESTRESSES
The effect of residual thermal stresses, due to the difference in cure and
room temperature, and hygroscopic stresses, due to moisture weight gain, on
the value of G wu also analyzed for the [0/30/-30]s laminate. In addition to the
uniform mechanical axial strain (_), the laminate was subjected to a temperature
drop (AT) and an increase in humidity (AH). The coefficients of thermal
expansion and moisture absorption used in the analysis are shown in Table 1.
Figures 40-42 show the G along the delamination front due to the combined
mechanical, thermal, and hygroscopic Ioadings for a matrix crack length of
4.33h and a delamination length of 3.33h. Results are shown for: (1) the same
mechanical loading, _, applied previously, but with AT= -280°F and
AH=0.0% (fig.40); this same _ but with AT = -280°F and AH=0.6% (fig.41);
and this same E but with AT = -280°F and AH=l.2% (fig.42). As in the
previous cases, the EDI and VCCT agree well in the middle of the delamination
front but diverge at the ends, with the agreement being best for the longer
delamination lengths. Figure 43 shows the effect of the different Ioadings on G
calculated from the elements closest to the free edge. G M corresponds to
mechanical load only, whereas G M+T corresponds to mechanical plus thermal
loading only. The additional contribution of the thermal residual stresses
(resulting from the cool down after cure) to the strain energy released as the
delamination grows results in a G M+T value that is greater than G M for
mechanical loading only. The subsequent additional moisture contribution
relaxes these residual thermal stresses, and hence, decreases G as shown by
the two other loading cases designated G M+T+H.
19
![Page 22: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/22.jpg)
REFERENCES
1. O'Brien, T.K., "Towards a Damage Tolerance Philosophy for Composite
Materials and Structures, " Composite Materials: Testing and Design.
ASTM STP 1059, 1990, p.7-33.
. Lagace, P.A., and Brewer, J.C., "Studies of Delamination Growth and Final
Failure under Tensile Loading, " ICCM VI. London, Vol. 5. Proceedings,
July 1987, pp. 262-273.
. O'Brien, T.K., and Hooper, S.J., "Local Delaminatlon in Laminates with Angle
Ply matrix Cracks, Part I: Tension Tests and Stress Analysis," Composite
Materials: Fatigue and Fracture, 4th Volume, ASTM STP 1156, June 1993,
pp. 507-537.
4. O'Brien, T.K., "Local Delamination in Laminates with angle Ply Matrix Cracks,
Part I1: Delamination Fracture Analysis and Fatigue Characterization,"
Composite Materials: Fatigue and Fracture, 4th Volume. ASTM STP 1156,
June 1993, pp. 538-551.
5. O'Brien, T.K., "Stacking Sequence Effect on Local Delamination Onset in
Fatigue, " Proceedings of the International Conference on Composite
Materials. Woilongong, Australia, Feb. 1993.
6. Salpekar, S.A., and O'Brien, T.K., "Analysis of Matrix Cracking and Local
Delamlnation in (0/0/-e)s Graphite Epoxy Laminates under Tension Load, "
20
![Page 23: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/23.jpg)
ASTM Journal of Composites Technology and Research, Vol. 15, No. 2,
Summer, 1993, pp. 95 - 100.
1 Fish, J.C., and O'Brien, T.K., "Three-Dimensional Finite Element Analysis of
Delamination from Matrix cracks in Glass-Epoxy Laminates, " Composite
Materials: Testing andDesign, lOth Vol. ASTMSTP 1120, 1992. pp. 348-
364.
8. Rybicki, E.F., and Kanninen, M.F., "A Finite-Element Calculation of stress
Intensity Factors by Modified Crack Closure Integral," Engng. Fract. Mech.,
Vol. 9, 1977, pp. 931-938.
° Nikishkov, G.P., and Atluri, S.N., "Calculation of Fracture Mechanics
Parameters for an Arbitrary Three-Dimensional Crack by the 'Equivalent
Domain Integral' Method," Int. J. Numer. Methods in Engng., Vol. 24,
1987, pp. 1801-1821.
10. Shivakumar, K.N., Tan, P.W., and Newman, J.C., Jr., "A Virtual Crack
Closure Technique for Calculating Stress-Intensity Factors for Cracked
Three-Dimensional Bodies," Int. J. Fract., Vol. 36, 1988, pp. R43-R50.
11. Shivakumar, K. N., and Raju, I. S., "A Three-Dimensional Equivalent
Domain Integral for Mixed Mode Fracture Problems," NASA CR-182021,
1990.
12. Salpekar, S.A., Raju, I. S., and O'Brien, T.K., "Strain-Energy-Release Rate
Analysis of Delamination in a Tapered Laminate Subjected to Tension
21
![Page 24: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/24.jpg)
Load," Journal of Composite Materials, Vol. 25, February 1991, pp.118-
141.
13. O'Brien, T.K., "Residual Thermal and Moisture Influences on the Analysis of
Local Delaminations, " ASTM Journal of Composites Technology and
Research, Vol. 14, No. 2, Summer, 1992, pp.86-94.
14. de Lorenzi, H.G., "On Energy Release Rate and the J-Integral for 3-D
Crack Configuration, " Int. J. Fracture, Vol. 19, 1982, pp. 183-192.
15. Sun, C.T., and Monoharan, M.G., "Strain Energy Release Rate of an
Interface Crack Between Two Orthotropic Solids," Proceedings of the
American Society for Composites, Second Technical Conference,
Technomic Pub. Co., Lancaster, Sept. 1987, pp.49-57.
16. Raju, I.S.0 Crews, J.H.,Jr., and Aminpour, M.A., "Convergence of Strain
Energy Release Rate Components for Edge-delaminated Composite
Laminates," Engng. Frac. Mech., Vol.30, 1988, ppo383-396.
17. Davidson, B., "Prediction of Energy Release Rate for Edge Delamination
using a Crack Tip element," Presented at the Fifth ASTM Symposium on
Composite Materials: Fatigue and Fracture, Atlanta, GA, May, 1993.
22
![Page 25: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/25.jpg)
.x.x
E_Z s_0
IX
II
IIIIIIIIII{'4
÷ , ÷
0
23
![Page 26: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/26.jpg)
!
O
E
C_C_G_
c_
C_tl
iRmll
m_
c_
c_
c_
Ec_
|m
C
8
EE
24
![Page 27: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/27.jpg)
i
IZ5
_q_lhL
ImbL
c_iii
0.
.C
r-iii
r-
EI
iii
Cii
mlm
O
ill
c_j
c_iii
I.L
![Page 28: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/28.jpg)
0
e-0r_
c_|m
LI..
26
![Page 29: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/29.jpg)
_-. CO
U') II
0 "0
0
\I , A , , I , , _ _ l .... I .... I _ , , ,
o o o q qO O O O O
A
O
!,,,,
O
X
OL_
1.1.
O
c--°_
Em
C_
IJ.I
O I.I.
II.C
I,,,,
O
Ctlt,--
°_
Ec_l
I/]
I
O
°_
O
Ii
CO
°_
Ectl
m
Cl
O)
O
!-O
°_
(/)°_
Cl
°_
IJ_
27
![Page 30: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/30.jpg)
I/)
u') I',,-
u') II.E:
O "_v
ii
I , _ , i I i i i i I i i I , I , J , , I , , , _
O O O O O
O O O O O
E
(D <:_----
_J
I,..
O
)<°_
li.
,@,..,
OI==.
LL
i'-
•..I .9
i.--°_
E
13
(M
Q)
UJ
o<l---s._
O Ii
C_
@,ili
l-
s__
O
(_(.-
E
I
U')
Ov
l--
Ol._
LL
EO,¢==,
c_(.-
E
r_
C:))l-.-O
t-.O
J_om
L_
(/)°_
a
E)
°_
LL
28
![Page 31: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/31.jpg)
F--00
0
L_
0(D<Z -m
X"E.
U')
r-0L_
Ii
r--0
('1 .J "_
f-0_
E
E)
(M
1 , A , , i , , , i i i i , , I .... t l l , , O<:___
_ _ _ _ OO O O O O
O O O O O
"OtU
U.
A
_=
COCO
COIIt-
ONb.==
(P
f-°_
E
I
O
t=.
EO
LL
CO
°_
E°_
E
c_
EO
<
t-o.E
33.I
°_
_3
(9
c£o_
LL
29
![Page 32: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/32.jpg)
CO
C')
II
/
/
\
\
(
//
c/)
It') I__r-- _)
U') II_r-- c-
Ov
r-¢C)¢C)
U
I||,,I,,,,| .... I .... I|ll,
0 0 0 0 0
O O O O O
A
¢W
E
F- "-j
V
IZ)
O(IIL_
O
XL_
_t
O
U_
c-O
eO .J _.
r-
E
_)a
C_I
(b{3)
uJ
o<_--I,...
O U-
a)
r-
E
A
If)
I
Ov
r-
.i..#
c-O
U_
t-O
°_
t--o_
Em
Q)C_
O)t-O
t-O
°_
.QoD
._
r_(9I-OO
cO
O)1.1_
3O
![Page 33: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/33.jpg)
F-(3
\
L_
G)r-iii
r,- I
I i , , , I , , , i I , , , , 1 , j i i I ....
0 0 0 0 0
0 0 0 0 0
A
EI-
,X
O
0
E°_
E
llJ
I
u_
0v
L_
0
r-
_J
0
0
(,3E
a3
(I)t_
t-0
O
m
E
e-o
o
>
u_
31
![Page 34: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/34.jpg)
r-
or)
II
o3or)
o3
It
I,,,,lll_ll,,,,I .... I,,, I
0 0 0 0 0
0 0 0 0 0
" E0
V
_<_--
,40
0
X.m
c-o
U_
c-
co -_ .9
e-
E
a
C_
W
L_
U-
c-°_
E
0
v
°_
c-O
U.
0°B
c-
E
a
E0
c-O
.m
°_
n
t9F-00>
0
°_
LL
32
![Page 35: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/35.jpg)
O C
C
"D
C
O
C
A
EOF,-
V
O3
O
O
{-
m
C°_
E
i
U'}
I,_
Oww--
t-
O
t-O,m
C
(If
f_
COL_
CO
E
"O
O
(9
O
i,..
.i
U_
33
![Page 36: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/36.jpg)
T- IX) (D _1" L_l
(3 Q O (3O C:) (3 (:3
m ¢_1
" EI--
L--
O
- (D_-- .x_
LL_
,4--*
CO
Ii
cO
¢,_ --J (_E
°_
E
(1)E)
13)"13iii
O<X_ q)
o ._LL
E)(D
II.E
L_
O
G)
_3t--
E
O
!
OC_
Ov
=_
.4k-*
OL--
LL
O._
C
E
(L)1:3
1:3CO
<_
1-O
°m
--tJO°J
,o.,i
°_
r_
L'M
LL
34
![Page 37: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/37.jpg)
l I i
c_
0
i l l i
CO0
0
, I
(430
0
| !
m
m
i=.(.'3
, I i J l I
0 O
0 0
E
| i
(3
XL_
t_
t-O
Ii
ml t-O
oD
t_r-
°_
Em
(1)a
C')
II
0
t-°_
E
0
I
O
0
i-
r-
Ii
t-O
°m
t_r-
E
cDO
t-O
01 C:"I0 0
0 <:_E-_ ILl::3
IJ.u)
0
L"*3
6_oD
U.
35
![Page 38: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/38.jpg)
I o , o I _ , , I , , i I i , , I , _ ,
d o o o oO O O O
A
,=_
V
vr_
L
ro¢.o<:T--_
x
ur)
¢-o'L
U..
co ,--I t-Oo_
¢I:1I-
E
04 ¢_
O_'*O
O"::_- U.IQ)
oLL
Or)CO
COlit-
ON_
0)
r-
E
¢/)
Oco
I
O00
O
¢=O
LL
c-O
r-
E
_)a
t-O
t-Oo_
-I.O°m
¢/)
a
(.0
',¢I"
o)I.I_
36
![Page 39: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/39.jpg)
II
I _ , , I , , i I , * i i i , , i , , ,
O O O O
A
O
O
IX)
Om
o
)¢L__
m
t-o
I.L
o¢v) _1 :._
E¢11(1)r_
"1oIJLI
O ._[---- (1)
ii
C._
E
A
O¢v)
!
O
O
c._
¢-O
I.L
t-O
o_
._
E¢i
m
r_
t-O
CO
°_
.mL_
r_
f3I-¢.)O
Iz)
d_ii
37
![Page 40: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/40.jpg)
L l
c_
Cr) lCr) l
• I
II Ir- I
J J I ,
cx)0
o
r-I.U
, I
o
o
I i , I
,of0
0
I I I
" E0I--
I
CXl0
0
C¢)
r"
m
°_
E
U'J
o
!
0co
0
o
st,.,.
0
0o_,.I,-,
or"
t-O
t-O
r"°_
E
t-O
0
>
¢D
U-
38
![Page 41: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/41.jpg)
II
£
It
| i ! | I i
o o0
, I I I ' I _ i i I
O O O
O O O
I i
0,- --I
I
O
Oelili
O_<t--
xin
I,l')
EO
I,.1_
O
--I mC
En
(DCl
(l,1
nnno<t----
(D
LL
(D
illC
E
lid
O
!
O
Ov
a""
,,,ll
EO
I.I-
a"O
e"
E
Q)a
EO
<
EO
II
I#io_
CI(9I-OO>
c_LL
39
![Page 42: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/42.jpg)
I I I I i I
c; oO
O
.× _)
(_ II
C3"DC
C m0 e.-
E _0 _
i I I I I
E)O
O
, I
O
O
A
(NI(U E
I--
V
I I
O
O
I I
O
C_
.C
m
O
Q)
t-
E
OcO
!
(3
Ov
L_
O
JE
O
t-O
m
(/)
EO
EO
.D
E
Em
f-o
m
C_
c_.eil
O
(1)
L--
(1)
cO
LL
4O
![Page 43: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/43.jpg)
U1
aLU
j/f
! , , , , I , , i i I i , _ * 1 I I A ' I ' ! ' ' I I ' ' '
O 0 0 0 0 O
0 0 0 0 0 0
0
F- -.j
V
0
L_
o
x°_I..
=E
Ln
I--0L_
U.
t-O
(-
E
Q)r_
I"-
g){J)13iii
o<_-- _,L_
U_
¢0
II
0
g)
r-
E
o
u')
I
r-
(::0
LL
t-O
°_
(If
E
g)r_
{D)(-.0
,(
t--0°_
.Q°_L_
¢t)°_
C_
(9
O)
{D)°_
U_
41
![Page 44: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/44.jpg)
\
U)
oI..=
U') .£:
v
[,,**i,iiiliillJlit|lili,
o 0 0 o 0
O O O O O
A
IN
EI- "_
V
¢.)
I,,.,,.
f,.)- ¢I).<I---
)¢
l.n
t-O
ii
f..
_I o°_
¢I:1r'-
E
_)a
13')"IDI.U
_)O I.I.
o')
IIt-
o
E
O
l.n
l,.n
v
r-
f-OI=,,.
LL
¢-O
°_
m-
E
m
G)Q
t-O
r'-O
°_
-I
L_
¢/)
a
(3
oo,I
I.I.
42
![Page 45: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/45.jpg)
O O O O O
o o O O O
O
A
Ii.--
O
Xo_I,,=,,
¢.-OI,=.
ii
O
e,,-o_
Em
a
04
O')
U.I
O <:t--- _
I..1_
cOCO
IIr.-
O
Co_
Ec_
O
"V"
I
v
r-o_
i-O
I.I.
r-O
°_
e=o_
E
D
i-O
,,<
t-O
°m
°_
°_
a
o,I
o_
U_
4,3
![Page 46: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/46.jpg)
in
o_-. IIIt') r"
"- "0I
v
/
/
I
I
r"(DE)
II
..C:
i i i j , I , , L i I I A L I I , ' ' ' I ' ' ' I [ ' ' ' '
O 0 O 0 O O
O O O O O O
O
EO "_
_<:t.--
CO
O,I
O._-m
O
lh,.
O
XOR
oI,._
ii
e.-O
I::
(3)a
13)
"OIII
a)
Ii
OR
I:::i
O
|
v
e--
oL.I_
Oon
r-
E
i
a
O
oom
..Do_
gg
a
LOI.-00>
C_lo)
0i
ii
44
![Page 47: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/47.jpg)
jf
III
©
l._
iii
m
PlLU
r,,. i(D I
II I.,.I.=. i
"O i
I i , , , I j , i i I i L L i i A i i , i ....
0 0 0 0 0
0 0 0 0 0
A
" EI-
,,X
0
m
r"o_
E
l/)
C)
l,r),,iru
l.n'r'-
i
0
0
t-O
o_
or-
(tI
(If
0L..
t-O
o_
(IIr-
Eoil(1)
{3)f-o
(9
n
0
_)
L_
G)
0")
o_
LL
45
![Page 48: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/48.jpg)
0
0
II0 .I=
l
m
C_ILl
t i , i I i , , I i , , I , , , l , , ,
T-- CO _ "d"
O O O OO O O O
A
E
- <D <_----
14")
o
&=.
o
Xs._
¢-O
I.L.
t-O
O9 ==.I _
E_f
c_
O4
IOUJ
14-
CO(4:)
II
O
(3.)
(-.
E(If
O
OeO
OO9
!
v
¢-.°_
COL_
U..
O°_
(-
E
(3)C}
c-.O
<
(.-O
,i
..Q°B
W_
C_
(.9
O4
U_
46
![Page 49: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/49.jpg)
I/J
OCO
OcoO e-CO _-
v
I , , , I , , , I , , _ I J _ , l , , ,
O O O O OO O O O
A
E,=_
L_
o
x-r-
Itl
Olb.
Ii
cO
e0 --I :_*
¢-.°_
Ei
a
oJ
,i--.
UJ
o -,c:t--- _
O I1_
co
cOII
t-
L_
O
¢..
E
O
Oco
oe0
!
v
O
u..
o
o_
E
a
1-o
¢-o
o_
°_11,.,
°_
a
04
ii.
47
![Page 50: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/50.jpg)
/
\
c,iII
!°
II
t .... I i i i I i , i I , i i I J ' '
C:) {:::> 0 0 00 0 0 0
L'W
E0
F- -'JC9 ._
0(_)<:I--
Xom
(If
Lej
c-
O
U-
c-
O
c-
E
I
C_
c_
(I)
ILl
0 LL
c-o_
E
o
0co
003
I
c-°_
c-
O
U_
c-
O.iww-#
c-o_
E
a
{3Jc-O
c"
o
.C}o_
C_
(9
F-00
(.o0J
u_
48
![Page 51: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/51.jpg)
.ai. I
Cv) IL'_ I
II I"10 1
4)r.-LI.J
,- 00 r,C) 'd"
O O O OO O O O
" EI-
"d"
.C
m
C:
E
r_A
O
O
Oc,r)
!
v
L_
O'4.-
.J_
{:)
O
C_
::1NN.,=
(/)
¢-OL__
t-o
o_
E
"10
r--Oc_
O
O)
s._
Q)
<c
r,.C%1
C))o_
I.I_
49
![Page 52: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/52.jpg)
0cv')
!
O
C_ 0 0 C)0 0 0
EI.-
v
"r"
!
L_
, i I l
0
0
C_
r-
m
.E:
0
t-O
o_
c.)r--
c/)
t-O
r-0
C::
E
"10
C::0
0-4--,*
I--
>
{3)
5...
0
I::0(/)
°mki
C2.E0
c_
{3)o_
L.L
50
![Page 53: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/53.jpg)
l A i i [ i ' _ I , ,
0 0
A
" El.-
v
,n I
0 I
U'} I
U_ I
I
I I I I I i
0 0
0 0
0
0
i=
m
i-
0
i-0o_
i-
i-0L_
i-0om
C
E
0
I-0
0
I-00>
0
0
III
0
0
Q.
E0
Cd
o_
1.1_
51
![Page 54: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/54.jpg)
(,0
II
II
r,..,
I
II
v
i , a L , I , , _ , I , , I l I I n I A L , ' ' '
0 _ 0 00 0 0 0 0
0 0 0 0 0
0 0 0
{',,I
I=m
v
v,(J
C)CO<Im
X._
LI')
c-O
I.I_
0CO _J
(tlc-
°_
E
(I)Cl
(D
"OLU
0 ,_F--- (D
0 IJ-
(.-
EIll
(3)A
I,I')
I
0v
¢-o_
4-.,
(-0I,.,.
C0
.m.4-,.o
c-
E
c-O
t-O
.Q°_L_
(9-I--C_()
0O0
IJ.
52
![Page 55: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/55.jpg)
m
0
0
E
.=_
\
O
O
t.-O
LI.
a)
(.-o_
E
U)
O
LI')
!
v
o_
O
(-O
o_
Co_
E
C_
O
t-O
.m
.Q
o_o_
c0"-I-OO
CO
LL.
53
![Page 56: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/56.jpg)
r.o
t_ii
r--
-(3
i)
LO,iri.
u_ _,"T, \
0 0 0 0
0 O 0 O O
0
e')
.£:
0
t-
O
f-0
.m
0c-
(/)C_
0
0
x
E
c_
E
@4
LL
E
54
![Page 57: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/57.jpg)
I"-¢,0
II
0
t4_
IX)
I
v' o7 t
I .... I,I|AIIIIIII,I,II,,I
_ _ _ _ 0
,.C
m
t-
O
C0
0CZ_
0qk,,,-
0
0
X.=-
E
¢-
o_
I
55
![Page 58: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/58.jpg)
00
0
0 II
0 "_v
00
0
00
0
A
m
G)
mr-
E
m
o0_
I
Oo_
Ov
f-°_
c-
Ow--
f-
O
mf-°_
E
XD
c-O
m
f-O
°i
/}-y_
(n°_
XD
F-OC)>
O_
°_
U_
56
![Page 59: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/59.jpg)
.E(D(D
lr_
II
0 .E
0 "0v
\
A
Em
(I)
C°_
E
cnA
O
OC_
OO_
Iv
C°_
CO
4--
t-O
E°_
E
70
O
EO°_
JO°_i._
u)
"O
(9-
(D_)>
U_O_
.--
U-
57
![Page 60: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/60.jpg)
0--.....
0
0
I
7cocO
II
"o
CO
A
0c_
I
0CO
'1"-
I _ _ , , I .... I .... I , , . i I i _ _ , i 0
_ _ _ _ OO O O O O
O O O O O
r-
c-
o
c-oom
t)e-
u_
c-O
O
O
xo_
E
c-
CDCO
t3
U_
E
(.5- "_
58
![Page 61: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/61.jpg)
0")
itA_
f_
o
0Co)
oo')
|
v
....... ,.J
\
I J i I I
o o
, I
cS
o I0'5 I
Od
i I I , ' i 0
o
_=.
r.=
,_===
o
e=.o
OR
0_=
c-Ob==)
o
0
x.c=
E
ot'-
0
0-
59
![Page 62: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/62.jpg)
o Iql I
-_ , / g_(3 I
ur) I,r'- I
LD IT-- I
(3 Iv I
..... J
I A . , , I , _ , , I , L J L 1 i i , , 1 , , . ,
o 6 o
00
O4
0
0
m
c-
m
w_
0
c-O°_
Qi-
ra
u)
0I._
(_m
x
,4..I
mEi._
m(z)1-
(9-
COel
o_
LL
(3
60
![Page 63: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/63.jpg)
Ih
0
0
0
!
\
///
A
0
I
e,)
.C
m
¢1
0
0o_
roc
c-o
fo
x
L_
E
¢1)
O'J¢,)
°_
U.
f_
61
![Page 64: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/64.jpg)
I
o _
aILl
i ..... I , , i i i i i I i i i I ' i ¢ i i ° '
0 0 0 0 00 0 0 0
'- E÷
co ..I
o,I
o
im
0
x°m
Itl
coim
IJ_
c-o
E
111
o
11.
r-
E
_tJ
o
!
o
O
o
U.c
c:o
co
E
q_no
c:o
O°m
Joo_
Io
OI-
O
I.L
62
![Page 65: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/65.jpg)
\
_" C_ O O O OCD O O O O
"I" A
E+
C9 -_
V
o
L_
O- cO-cl---
x°_L_
c-OL
LL
C_ .,I c-O°m
r
Eru
c_ rn
c}}"o
o<_-- LU
U.
(b
(Uc-
E(U
m
oo3
!
Oo3
Ov
L
O
cOc_
o3IIc-
(U
(U
c-OL_
c-O
(UC"°m
Em
XD
C_c-O
c-O°_
.o°mL__
(/)°m
"c}
(D
(If
o
C_°_
U.
63
![Page 66: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/66.jpg)
O CO
coI
O II
v
LI._O
O II II
II i-1-
I , , , I i L , I , , , I , i i I i i i l ' ' '
O O O O OO O O O
'- E4-
O "_
o
o
r,D<:E-- x
it')
OI-.
LI..
CO ..IO
C:0_
E
(1)cxl a
(1)o)"1o
0<3____ LI.J
o mLL.
a)
e"
E
,rJ)
Oc0
!
Oco
Ov
O
co
coII
t-o
w-o
o_
e-o_
E
Q)"O
O)
O
CO
o_
:3..O.m
i,...
or)"ID
r,D
OI--
o4"<1"o)
LI..
64
![Page 67: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/67.jpg)
0 ,
U
It I--"w <1
0 II II II
1-- o o o o 9O O O O O
= E4-
÷ -'_
:ff
O
O
O
O
O
c
Ec_
A
O
!
OCO
Ov
L_
O
c"O
e-00
0
0
E
O
CO
C
if)
O
Oc
OI"
1.1.
65
![Page 68: Analysis of Local Delaminations Caused by Angle Ply Matrix ...€¦ · Satish A. Salpekar, T. Kevin O'Brien and K. N. Shivakumar November 1993 National Aeronautics and Space Administration](https://reader030.vdocument.in/reader030/viewer/2022041014/5ec572caf5ea872f585b7055/html5/thumbnails/68.jpg)
|
REPORT DOCUMENTATION PAGE I Form ,%3proveci
! OME, No 070z:-C7,S_
I. AGENCY CS_. ONlY _eave o,anK) i 2 REPORT _)/-.TE
I November 1993
4. TITLE AND SUBTITLE
AnalysisofLocal DelaminationsCaused byAngle Ply MatrixCracks
6. AUTHOR{S)
SatishA. Salpekar,T. Kevin O'Brienand K. N. Shivakumar
7. PERFORMING ORGAN;Z_-.TIOI_ NAM'ICS_ ANS, ADD.KE_._r.S;
NASA Langley Research Center
>Iampton, VA 23681-0001
National Aeronautics and Space AdministrationWashington, DC 20546-0001
3. RZP_;_,T TY:'Z _r_. DATES COVZRZDTechnical Memorandum
5. FUNDING NUMBERS
WU 538-02-10-01
_-. P-R=ORMING OKGAN:ZA'_iDN
REPORT NUMBER
NASA TM 109052
' :; ._.J'=;_£1.C.',,_::_ t. CT_.-_
Salpekar: Analytical Services & Materials, Inc., Hampton, VA; O'Brien: US Army Research Laboratory, VehicleStructures Directorate, Langley Research Center, Hampton, VA; Shivakumar: North Carolina A & T State3niversity, Greensboro, NC.
Unclassified -Unlimited
Subject Category - 24
Two different families of graphite/epoxy laminates with similar layups but different stacking sequences, (0/O/-O)s and(-0/0/0)s were analyzed using three-dimensional finite element analysis for 0=15 and 30 degrees. Delaminations were
modeled in the -0/0 interface, bounded by a matrix crack and the stress free edge. The total strain energy release rate, G,along the delamination front was computed using three different techniques: the virtual crack closure technique (VCCT),the equivalent domain integral (EDI) technique, and a global energy balance technique. The opening fracture modecomponent of the strain energy release rate, GI, along the delamination front was also computed for various delaminationlengths using VCCT. The effect of residual thermal and moisture stresses on G was evaluated.
14, SL/E.;ECT TERMS
Composite material; Graphite epoxy; Delaminadon; Matrix Crack;Finite element analysis
17. oFSECURiTYREPORTunclassifiedCLASSIFICATIOM118. oFSECOR;TYTHISPAGECLASSIFICATIONunclassified[_9.
NSN 7540-0_-280-5500
15 _MBER OF PAGES
SECURITY CLASSIFICATION 20. LIM:TA_ION OF Af.._TRAC.OF ABSTRACT
Stanaarri Form 298 (Rev 2-89)P,e_Cfll:_C Oy ANS_ SIo Z39-18
298-13;.