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Journal of Microscopy and Ultrastructure 5 (2017) 119–122
Contents lists available at ScienceDirect
Journal of Microscopy and Ultrastructure
journal homepage: www.elsevier.com/locate/jmau
Literature review on imperfection of composite laminated
plates
Osama Mohammed Elmardi Suleiman Khayal
Department of Mechanical Engineering, Faculty of Engineering and Technology, Nile Valley University, Atbara, Sudan
a r t i c l e i n f o
Article history:
Received 29 September 2016
Received in revised form 7 November 2016
Accepted 12 January 2017
Available online 1 February 2017
Keywords:
Composite laminates
Imperfections
Delamination
Fiber
Matrix
a b s t r a c t
A composite material can be defined as a combination of two or more materials that gives
better properties than those of the individual components used alone. In contrast to metal-
lic alloys, each material retains its separate chemical, physical, and mechanical properties.
The two constituents are reinforcement and a matrix. The main advantages of composite
materials are their high strength and stiffness combined with low density when compared
to classical materials. Micromechanical approach is found to be more suitable for the anal-
ysis of composite materials because it studies the volume proportions of the constituents
for the desired lamina stiffness and strength.
It is found that the manufacturing processes are responsible of many defects which may
arise in fibers, matrix and lamina. These defects, if they exist include misalignment of fibers,
cracks in matrix, non uniform distribution of the fibers in the matrix, voids in fibers and
matrix, delaminated regions, and initial stress in the lamina as a result of its manufacture
and further treatment.
The above mentioned defects tend to propagate as the lamina is loaded causing an accel-
erated rate of failure. The experimental and theoretical results in this case tend to differ.
Hence, due to the limitations necessary in the idealization of the lamina components, the
properties estimated should be proved experimentally.
© 2017 Saudi Society of Microscopes. Published by Elsevier Ltd. This is an open access
article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/).
1. Introduction
Composites were first considered as structural materi-
als a little more than half a century ago. From that time to
now, they have received increasing attention in all aspects
of material science, manufacturing technology, and theo-
retical analysis.
The term composite could mean almost anything if
taken at face value, since all materials are composites of dis-
similar subunits if examined at close enough details. But in
modern materials engineering, the term usually refers to a
E-mail address: osamamm64@gmail.com
matrix material that is reinforced with fibers. For instance,
the term “FRP” which refers to Fiber Reinforced Plastic usu-
ally indicates a thermosetting polyester matrix containing
glass fibers, and this particular composite has the lion’s
share of today commercial market.
Many composites used today are at the leading edge of
materials technology, with performance and costs appro-
priate to ultra-demanding applications such as space craft.
But heterogeneous materials combining the best aspects of
dissimilar constituents have been used by nature for mil-
lions of years. Ancient societies, imitating nature, used this
approach as well: The book of Exodus speaks of using straw
to reinforce mud in brick making, without which the bricks
would have almost no strength. Here in Sudan as stated by
http://dx.doi.org/10.1016/j.jmau.2017.01.001
2213-879X/© 2017 Saudi Society of Microscopes. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/).
120 O.M.E.S. Khayal / Journal of Microscopy and Ultrastructure 5 (2017) 119–122
Table 1
Properties of composite reinforcing fibers.
Material E (GN/m2
) b (GN/m2
) εb (%) (Mg/m3
) E/ (MN.m/kg) b/ (MN m/kg)
E-glass 72.4 2.4 2.6 2.54 28.5 0.95
S-glass 85.5 4.5 2.0 2.49 34.3 1.8
Aramid 124 3.6 2.3 1.45 86 2.5
Boron 400 3.5 1.0 2.45 163 1.43
H S graphite 253 4.5 1.1 1.80 140 2.5
H M graphite 520 2.4 0.6 1.85 281 1.3
Where E is Young’s modulus, b is the breaking stress, εb is the breaking strain, and is the mass density.
Osama Mohammed Elmardi [1], people from ancient times
dated back to Meroe civilization, and up to now used zibala
(i.e. animals’ dung) mixed with mud as a strong building
material.
As seen in Table 1 below, which is cited by David Roy-
lance [2], Stephen et al. [3] and Turvey et al. [4], the fibers
used in modern composites have strengths and stiffnesses
far above those of traditional structural materials. The
high strengths of the glass fibers are due to processing
that avoids the internal or external textures flaws which
normally weaken glass, and the strength and stiffness of
polymeric aramid fiber is a consequence of the nearly per-
fect alignment of the molecular chains with the fiber axis.
These materials are not generally usable as fibers alone,
and typically they are impregnated by a matrix material
that acts to transfer loads to the fibers, and also to pro-
tect the fibers from abrasion and environmental attack.
The matrix dilutes the properties to some degree, but even
so very high specific (weight – adjusted) properties are
available from these materials. Polymers are much more
commonly used, with unsaturated Styrene—hardened
polyesters having the majority of low to medium per-
formance applications and Epoxy or more sophisticated
thermosets having the higher end of the market. Ther-
moplastic matrix composites are increasingly attractive
materials, with processing difficulties being perhaps their
principal limitation.
Recently, composite materials are increasingly used in
many mechanical, civil, and aerospace engineering appli-
cations due to two desirable features: the first one is
their high specific stiffness (stiffness per unit density) and
high specific strength (strength per unit density), and the
second is their properties that can be tailored through
variation of the fiber orientation and stacking sequence
which gives the designers a wide spectrum of flexibility.
The incorporation of high strength, high modulus and low-
density filaments in a low strength and a low modulus
matrix material is known to result in a structural compos-
ite material with a high strength to weight ratio. Thus, the
potential of a two-material composite for use in aerospace,
under-water, and automotive structures has stimulated
considerable research activities in the theoretical predic-
tion of the behavior of these materials. One commonly
used composite structure consists of many layers bonded
one on top of another to form a high-strength laminated
composite plate. Each lamina is fiber reinforced along a
single direction, with adjacent layers usually having dif-
ferent filament orientations. For these reasons, composites
are continuing to replace other materials used in structures
such as conventional materials. In fact composites are the
potential structural materials of the future as their cost con-
tinues to decrease due to the continuous improvements in
production techniques and the expanding rate of sales.
It is important to recognize that, with the advent
of composite media, certain new material imperfections
can be found in composite structures in addition to the
better—known imperfections that one finds in metal-
lic structures. Thus, broken fibers, delaminated regions,
cracks in the matrix material, as well as holes, foreign
inclusions and small voids constitute material and struc-
tural imperfections that can exist in composite structures.
Imperfections have always existed and their effect on the
structural response of a system has been very significant
in many cases. These imperfections can be classified into
two broad categories: initial geometrical imperfections and
material or constructional imperfections.
The first category includes geometrical imperfections
in the structural configuration (such as a local out of
roundness of a circular cylindrical shell, which makes the
cylindrical shell non – circular; a small initial curvature in
a flat plate or rod, which makes the structure non – flat,
etc.), as well as imperfections in the loading mechanisms
(such as load eccentricities; an axially loaded column is
loaded at one end in such a manner that a bending moment
exists at that end). The effect of these imperfections on
the response of structural systems has been investigated
by many researchers and the result of these efforts can be
easily found in published papers [5–29].
The second class of imperfections is equally important,
but has not received as much attentions as the first class;
especially as far as its effect on the buckling response char-
acteristics is concerned. For metallic materials, one can
find several studies which deal with the effect of material
imperfections on the fatigue life of the structural compo-
nent. Moreover, there exist a number of investigations that
deal with the effect of cut – outs and holes on the stress
and deformation response of thin plates. Another material
imperfection is the rigid inclusion. The effect of rigid inclu-
sions on the stress field of the medium in the neighborhood
of the inclusion has received limited attention. The inter-
ested reader is referred to the bibliography of Professor
Naruoka [5].
There exists two important classes of material and
constructional—type imperfections, which are very impor-
tant in the safe design, especially of aircraft and spacecraft.
These classes consist of fatigue cracks or cracks in general
and delamination in systems that employ laminates (fiber –
reinforced composites). There is considerable work in the
area of stress concentration at crack tips and crack prop-
agation. Very few investigations are cited, herein, for the
O.M.E.S. Khayal / Journal of Microscopy and Ultrastructure 5 (2017) 119–122 121
sake of brevity. These include primarily those dealing with
plates and shells and non-isotropic construction. Some deal
with cracks in metallic plates and shells {[30–33]}. Others
deal with non-isotropic construction and investigate the
effects of non-isotropy {[34–39]}. In all of these studies,
there is no mention of the effect of the crack presence on
the overall stability or instability of the system.
2. Delamination of Composite Structures
Delaminations are one of the most commonly found
defects in laminated structural components. Most of the
work found in the literature, deals with flat configurations.
Composite structures often contain delamination.
Causes of delamination are many and include tool drops,
bird strikes, runway debris hits and manufacturing defects.
Moreover, in some cases, especially in the vicinity of holes
or close to edges in general, delamination starts because of
the development of interlaminar stresses. Several analyses
have been reported on the subject of edge delamination and
its importance in the design of laminated structures. A few
of these works are cited {[40–46]}. These and their cited
references form a good basis for the interested reader. The
type of delamination that comprises the basic and primary
treatise is the one that is found to be present away from
the edges (internal). This delaminating could be present
before the laminate is loaded or it could develop after load-
ing because of foreign body (birds, micrometer, and debris)
impact. This is an extremely important problem especially
for laminated structures that are subject to destabilizing
loads (loads that can induce instability in the structure
and possibly cause growth of the delamination; both of
these phenomena contribute to failure of the laminate).
The presence of delamination in these situations may cause
local buckling and/or trigger global buckling and therefore
induce a reduction in the overall load − bearing capac-
ity of the laminated structure. The problem, because of its
importance, has received considerable attention.
3. Conclusions
In most of the previous studies, the composite media
are assumed free of imperfections i.e. initial geometri-
cal imperfections due to initial distortion of the structure,
and material and/or constructional imperfections such as
broken fibers, delaminated regions, cracks in the matrix
material, foreign inclusions and small voids which are due
to inconvenient selection of fibers/matrix materials and
manufacturing defects as it is explained in Refs. [26,28,29].
Therefore, the fibers and matrix are assumed perfectly
bonded.
References
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1982;18:705–21.
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J 1984;22(2):256–64.
[44] Scott Beckwith W. Manufacturing defects in composite structures.
Sample J 2012;48(No.5; September/ October).
[45] Vable M. Stability of columns. Mechanics of materials; 2014. p.
496–528 [Chapter eleven].
[46] CPNI EBP. Influence of delamination of laminated glass on its blast
performance; 2013. July.
Osama Mohammed Elmardi was born in
Atbara, Sudan in 1966. He received his
diploma degree in mechanical engineering
from Mechanical Engineering College, Atbara,
Sudan in 1990. He also received a bachelor
degree in mechanical engineering from Sudan
University of science and technology—Faculty
of engineering in 1998, and a master degree
in solid mechanics from Nile valley univer-
sity (Atbara, Sudan) in 2003. He contributed
in teaching some subjects in other universities
such as Red Sea University (Port Sudan, Sudan), Kordofan University
(Obayed, Sudan), Sudan University of Science and Technology (Khar-
toum, Sudan) and Blue Nile university (Damazin, Sudan). In addition
he supervised more than hundred and fifty under graduate studies in
diploma and B.Sc. levels and about fifteen master theses. He is currently
an assistant professor in department of mechanical engineering, Fac-
ulty of Engineering and Technology, Nile Valley University. His research
interest and favourite subjects include structural mechanics, applied
mechanics, control engineering and instrumentation, computer aided
design, design of mechanical elements, fluid mechanics and dynamics,
heat and mass transfer and hydraulic machinery. He works also as a
consultant and a technical manager of Al − Kamali workshops group in
Atbara − Sudan old and new industrial areas.

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Literature Review on Imperfections in Composite Laminates

  • 1. Journal of Microscopy and Ultrastructure 5 (2017) 119–122 Contents lists available at ScienceDirect Journal of Microscopy and Ultrastructure journal homepage: www.elsevier.com/locate/jmau Literature review on imperfection of composite laminated plates Osama Mohammed Elmardi Suleiman Khayal Department of Mechanical Engineering, Faculty of Engineering and Technology, Nile Valley University, Atbara, Sudan a r t i c l e i n f o Article history: Received 29 September 2016 Received in revised form 7 November 2016 Accepted 12 January 2017 Available online 1 February 2017 Keywords: Composite laminates Imperfections Delamination Fiber Matrix a b s t r a c t A composite material can be defined as a combination of two or more materials that gives better properties than those of the individual components used alone. In contrast to metal- lic alloys, each material retains its separate chemical, physical, and mechanical properties. The two constituents are reinforcement and a matrix. The main advantages of composite materials are their high strength and stiffness combined with low density when compared to classical materials. Micromechanical approach is found to be more suitable for the anal- ysis of composite materials because it studies the volume proportions of the constituents for the desired lamina stiffness and strength. It is found that the manufacturing processes are responsible of many defects which may arise in fibers, matrix and lamina. These defects, if they exist include misalignment of fibers, cracks in matrix, non uniform distribution of the fibers in the matrix, voids in fibers and matrix, delaminated regions, and initial stress in the lamina as a result of its manufacture and further treatment. The above mentioned defects tend to propagate as the lamina is loaded causing an accel- erated rate of failure. The experimental and theoretical results in this case tend to differ. Hence, due to the limitations necessary in the idealization of the lamina components, the properties estimated should be proved experimentally. © 2017 Saudi Society of Microscopes. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). 1. Introduction Composites were first considered as structural materi- als a little more than half a century ago. From that time to now, they have received increasing attention in all aspects of material science, manufacturing technology, and theo- retical analysis. The term composite could mean almost anything if taken at face value, since all materials are composites of dis- similar subunits if examined at close enough details. But in modern materials engineering, the term usually refers to a E-mail address: osamamm64@gmail.com matrix material that is reinforced with fibers. For instance, the term “FRP” which refers to Fiber Reinforced Plastic usu- ally indicates a thermosetting polyester matrix containing glass fibers, and this particular composite has the lion’s share of today commercial market. Many composites used today are at the leading edge of materials technology, with performance and costs appro- priate to ultra-demanding applications such as space craft. But heterogeneous materials combining the best aspects of dissimilar constituents have been used by nature for mil- lions of years. Ancient societies, imitating nature, used this approach as well: The book of Exodus speaks of using straw to reinforce mud in brick making, without which the bricks would have almost no strength. Here in Sudan as stated by http://dx.doi.org/10.1016/j.jmau.2017.01.001 2213-879X/© 2017 Saudi Society of Microscopes. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
  • 2. 120 O.M.E.S. Khayal / Journal of Microscopy and Ultrastructure 5 (2017) 119–122 Table 1 Properties of composite reinforcing fibers. Material E (GN/m2 ) b (GN/m2 ) εb (%) (Mg/m3 ) E/ (MN.m/kg) b/ (MN m/kg) E-glass 72.4 2.4 2.6 2.54 28.5 0.95 S-glass 85.5 4.5 2.0 2.49 34.3 1.8 Aramid 124 3.6 2.3 1.45 86 2.5 Boron 400 3.5 1.0 2.45 163 1.43 H S graphite 253 4.5 1.1 1.80 140 2.5 H M graphite 520 2.4 0.6 1.85 281 1.3 Where E is Young’s modulus, b is the breaking stress, εb is the breaking strain, and is the mass density. Osama Mohammed Elmardi [1], people from ancient times dated back to Meroe civilization, and up to now used zibala (i.e. animals’ dung) mixed with mud as a strong building material. As seen in Table 1 below, which is cited by David Roy- lance [2], Stephen et al. [3] and Turvey et al. [4], the fibers used in modern composites have strengths and stiffnesses far above those of traditional structural materials. The high strengths of the glass fibers are due to processing that avoids the internal or external textures flaws which normally weaken glass, and the strength and stiffness of polymeric aramid fiber is a consequence of the nearly per- fect alignment of the molecular chains with the fiber axis. These materials are not generally usable as fibers alone, and typically they are impregnated by a matrix material that acts to transfer loads to the fibers, and also to pro- tect the fibers from abrasion and environmental attack. The matrix dilutes the properties to some degree, but even so very high specific (weight – adjusted) properties are available from these materials. Polymers are much more commonly used, with unsaturated Styrene—hardened polyesters having the majority of low to medium per- formance applications and Epoxy or more sophisticated thermosets having the higher end of the market. Ther- moplastic matrix composites are increasingly attractive materials, with processing difficulties being perhaps their principal limitation. Recently, composite materials are increasingly used in many mechanical, civil, and aerospace engineering appli- cations due to two desirable features: the first one is their high specific stiffness (stiffness per unit density) and high specific strength (strength per unit density), and the second is their properties that can be tailored through variation of the fiber orientation and stacking sequence which gives the designers a wide spectrum of flexibility. The incorporation of high strength, high modulus and low- density filaments in a low strength and a low modulus matrix material is known to result in a structural compos- ite material with a high strength to weight ratio. Thus, the potential of a two-material composite for use in aerospace, under-water, and automotive structures has stimulated considerable research activities in the theoretical predic- tion of the behavior of these materials. One commonly used composite structure consists of many layers bonded one on top of another to form a high-strength laminated composite plate. Each lamina is fiber reinforced along a single direction, with adjacent layers usually having dif- ferent filament orientations. For these reasons, composites are continuing to replace other materials used in structures such as conventional materials. In fact composites are the potential structural materials of the future as their cost con- tinues to decrease due to the continuous improvements in production techniques and the expanding rate of sales. It is important to recognize that, with the advent of composite media, certain new material imperfections can be found in composite structures in addition to the better—known imperfections that one finds in metal- lic structures. Thus, broken fibers, delaminated regions, cracks in the matrix material, as well as holes, foreign inclusions and small voids constitute material and struc- tural imperfections that can exist in composite structures. Imperfections have always existed and their effect on the structural response of a system has been very significant in many cases. These imperfections can be classified into two broad categories: initial geometrical imperfections and material or constructional imperfections. The first category includes geometrical imperfections in the structural configuration (such as a local out of roundness of a circular cylindrical shell, which makes the cylindrical shell non – circular; a small initial curvature in a flat plate or rod, which makes the structure non – flat, etc.), as well as imperfections in the loading mechanisms (such as load eccentricities; an axially loaded column is loaded at one end in such a manner that a bending moment exists at that end). The effect of these imperfections on the response of structural systems has been investigated by many researchers and the result of these efforts can be easily found in published papers [5–29]. The second class of imperfections is equally important, but has not received as much attentions as the first class; especially as far as its effect on the buckling response char- acteristics is concerned. For metallic materials, one can find several studies which deal with the effect of material imperfections on the fatigue life of the structural compo- nent. Moreover, there exist a number of investigations that deal with the effect of cut – outs and holes on the stress and deformation response of thin plates. Another material imperfection is the rigid inclusion. The effect of rigid inclu- sions on the stress field of the medium in the neighborhood of the inclusion has received limited attention. The inter- ested reader is referred to the bibliography of Professor Naruoka [5]. There exists two important classes of material and constructional—type imperfections, which are very impor- tant in the safe design, especially of aircraft and spacecraft. These classes consist of fatigue cracks or cracks in general and delamination in systems that employ laminates (fiber – reinforced composites). There is considerable work in the area of stress concentration at crack tips and crack prop- agation. Very few investigations are cited, herein, for the
  • 3. O.M.E.S. Khayal / Journal of Microscopy and Ultrastructure 5 (2017) 119–122 121 sake of brevity. These include primarily those dealing with plates and shells and non-isotropic construction. Some deal with cracks in metallic plates and shells {[30–33]}. Others deal with non-isotropic construction and investigate the effects of non-isotropy {[34–39]}. In all of these studies, there is no mention of the effect of the crack presence on the overall stability or instability of the system. 2. Delamination of Composite Structures Delaminations are one of the most commonly found defects in laminated structural components. Most of the work found in the literature, deals with flat configurations. Composite structures often contain delamination. Causes of delamination are many and include tool drops, bird strikes, runway debris hits and manufacturing defects. Moreover, in some cases, especially in the vicinity of holes or close to edges in general, delamination starts because of the development of interlaminar stresses. Several analyses have been reported on the subject of edge delamination and its importance in the design of laminated structures. A few of these works are cited {[40–46]}. These and their cited references form a good basis for the interested reader. The type of delamination that comprises the basic and primary treatise is the one that is found to be present away from the edges (internal). This delaminating could be present before the laminate is loaded or it could develop after load- ing because of foreign body (birds, micrometer, and debris) impact. This is an extremely important problem especially for laminated structures that are subject to destabilizing loads (loads that can induce instability in the structure and possibly cause growth of the delamination; both of these phenomena contribute to failure of the laminate). The presence of delamination in these situations may cause local buckling and/or trigger global buckling and therefore induce a reduction in the overall load − bearing capac- ity of the laminated structure. The problem, because of its importance, has received considerable attention. 3. Conclusions In most of the previous studies, the composite media are assumed free of imperfections i.e. initial geometri- cal imperfections due to initial distortion of the structure, and material and/or constructional imperfections such as broken fibers, delaminated regions, cracks in the matrix material, foreign inclusions and small voids which are due to inconvenient selection of fibers/matrix materials and manufacturing defects as it is explained in Refs. [26,28,29]. Therefore, the fibers and matrix are assumed perfectly bonded. References [1] Suleiman Osama Mohammed Elmardi. Deflection and stress analysis of fibrous composite laminates. Int J Adv Res Comput Sci Software Eng (IJARCSSE) 2016;6(August (8)):105–15. [2] Roylance David. An introduction to composite materials, department of material science and engineering. Cambridge: Massachusetts Institute of Technology; 2000. [3] Tsai Stephen W, Thomas Hahn H. Introduction to composite materi- als. Technomic publishing company; 1980. [4] Turvey GJ, Marshall IH. Buckling and post buckling of composite plates. Great Britain: T.J press Ltd, Padstow, Cornwall; 1995. [5] Naruoka M. Bibliography on theory of plates. Gihodo, Tokyo. [6] Winterstetter ThA, Schmidt H. Stability of circular cylindri- cal steel shells under combined loading. Thin—Walled Struct 2002;40:893–910. [7] Pircher M, Bridge R. The influence of circumferential weld—induced imperfections on the buckling of silos and tanks. J Constr Steel Res 2001;57(5):569–80. [8] Deml M, Wunderlich W. Direct evaluation of the worst imper- fection shape in shell buckling. Comput Methods Appl Mech Eng 1997;149(1–4):201–22. [9] Arbocz J, Starnes JH. Future directions and challenges in shell stability analysis. Thin—Walled Struct 2002;40:729–54. [10] Arbocz J. The effect of imperfect boundary conditions on the collapse behavior of anisotropic shells. Int J Solids Struct 2000;37:6891–915. [11] Huhne C, Zimmermann R, Rolfes R, Geier B. Loading imperfections—experiments and computations, 424. the Netherlands: Euromech Colloquium; 2001. [12] Geier B, Klein H, Zimmermann R. Buckling tests with axially compressed unstiffened cylindrical shells made from CFRP. In: Pro- ceedings, international colloquium on buckling of shell structures on land, in the sea, and in the air. London and New York: Elsevier applied sciences; 1991. p. 498–507. [13] Geier B, Klein H, Zimmermann. Experiments on buckling of CFRP cylindrical shells under non—uniform axial load. Proceedings of international conference on composites engineering 1994. [14] Albus J, Gomez −Garcia J, Oery H. Control of assembly induced stresses and deformations due to the waviness of the interface flanges of the ESC—An upper stage. In: 52nd International astronau- tical congress. 2001. [15] Zimmermann R. Buckling research for imperfection tolerant fiber composite structures. In: Proceeding of the conference on spacecraft structures, material and mechanical testing. 1996. [16] Meyer –Piening HR, Farshad M, Geier B, Zimmermann. Buckling loads of CFRP Composite cylinders under combined axial and torsion loading—experiments and computations. Compos Struct 2001;52:427–35. [17] CMH—17(Composite Material Handbook −17). Material Science Cor- poration; 2010. [18] Guo SJ. Stress concentration and buckling behavior of shear loaded composite panels with reinforced cutouts. Compos Struct 2007:1–9. [19] Remmers JJC, de Borst R. Delamination buckling of fiber—metal lam- inates. Compos Sci Technol 2001:2207–13. [20] Obdrzalek Vit, Vrbka Jan. Buckling and post buckling of a large delaminated plate subjected to shear loading. Eng Mech 2009;16(No.4):297–312. [21] Obdrzalek Vit, Vrbka Jan. On buckling of a plate with multiple delam- ination. Eng Mech 2010;17(No. 1):37–47. [22] Nemoto Keiichi, Kasuya Hirakazu, Kikugawa Hisao, Asaka Takashi. Post buckling behavior of composite laminated plates with initial imperfections under biaxial compression’. Mater Trans 2009;50(No.2):299–304. [23] Suleiman Osama Mohammed Elmardi. Verification of dynamic relax- ation method in isotropic, orthotropic and laminated plates using small deflection theory. Int J Adv Sci Technol 2014;72:37–48. [24] Suleiman Osama Mohammed Elmardi. Nonlinear analysis of rectan- gular laminated plates using large deflection theory. Int J Emerging Technol Res 2015;2(5):26–48. [25] Suleiman Osama Mohammed Elmardi. Validation of dynamic relax- ation (dr) method in rectangular laminates using large deflection theory. Int J Adv Res Comput Sci Software Eng 2015;5(September (9)):137–44. [26] Suleiman Osama Mohammed Elmardi. Nonlinear analysis of rectan- gular laminated plates. Germany: Lap Lambert Academic Publishing; 2015. ISBN: (978-3-659-76787-6). [27] Suleiman Osama Mohammed Elmardi. Text book on dynamic relax- ation method. Germany: Lap Lambert Academic Publishing; 2016. ISBN: (978-3-659-94751-3). [28] Suleiman Osama Mohammed Elmardi. Introduction and literature review on buckling of composite laminated plates. Germany: Lap Lambert Academic Publishing; 2016. ISBN: (978-3-659-86387-5). [29] Suleiman Osama Mohammed Elmardi. Bibliography and literature review on buckling of laminated plates. Int J Sci Eng 2016;2(August (8)):104–12. [30] Takao Y, Taya M, Chou TW. Stress field due to cylindrical inclusion with constant axial eingenstrain in an infinite elastic body. J Appl Mech 1981;48(4):853–8.
  • 4. 122 O.M.E.S. Khayal / Journal of Microscopy and Ultrastructure 5 (2017) 119–122 [31] Lakshminarayana HV, Murthy MVV. On stresses around an arbitrarily oriented crack in cylindrical shell. Int J Fract 1976;12(4):547–66. [32] Twee J, Rooke DP. The stress intensity factor for a crack at the edge of a loaded hole. Int J Solids Struct 1979;15:899–906. [33] Dyshel MS. Fracture of plates with cracks under tension after loss of stability. J Appl Math Mech (PMM) 1981;17(4):77–83. [34] Erdogan F, Ratwani M, Yuceoglu U. On the effect of orthotropy in a cracked cylindrical plates. Int J Fract 1974;10(4):369–74. [35] Krenk S. Influence of transverse shear on an axial crack in a cylindrical shell. Int J Fract 1978;14(2):123–42. [36] Delale F, Erdogan F. Effect of transverse shear and mate- rial orthotropy in a cracked spherical cap. Int J Solids Struct 1979;15:907–26. [37] Lakshminarayana HV, Murthy MVV. On a finite element model for the analysis of through cracks in laminated anisotropic cylindrical shells. Eng Fract Mech 1981;14(4):697–712. [38] Theocaris PS, Milios J. Crack—arrest at a bimaterial interface. Int J Solids Struct 1981;17:217–30. [39] Rogers TG. Crack extension and energy release rates in finitely deformed sheet reinforced with inextensible fibers. Int J Solids Struct 1982;18:705–21. [40] Kachanov LM. Separation failure of composite materials. Polym Mech 1976;6(12):812–5. [41] Williams JG, et al. Recent developments in the design, testing and impact damage—tolerance of stiffened composite plates. NASA TM 80077; 1979. April. [42] Wilkins DJ, Eisenmann JS, Camin RA, Margolis WS, Benson RA. Char- acterizing delamination growth in graphite—epoxy. Damage Compos Mater 1982:168–83. [43] Wang SS. Edge delamination in angle—ply composite laminates. AIAA J 1984;22(2):256–64. [44] Scott Beckwith W. Manufacturing defects in composite structures. Sample J 2012;48(No.5; September/ October). [45] Vable M. Stability of columns. Mechanics of materials; 2014. p. 496–528 [Chapter eleven]. [46] CPNI EBP. Influence of delamination of laminated glass on its blast performance; 2013. July. Osama Mohammed Elmardi was born in Atbara, Sudan in 1966. He received his diploma degree in mechanical engineering from Mechanical Engineering College, Atbara, Sudan in 1990. He also received a bachelor degree in mechanical engineering from Sudan University of science and technology—Faculty of engineering in 1998, and a master degree in solid mechanics from Nile valley univer- sity (Atbara, Sudan) in 2003. He contributed in teaching some subjects in other universities such as Red Sea University (Port Sudan, Sudan), Kordofan University (Obayed, Sudan), Sudan University of Science and Technology (Khar- toum, Sudan) and Blue Nile university (Damazin, Sudan). In addition he supervised more than hundred and fifty under graduate studies in diploma and B.Sc. levels and about fifteen master theses. He is currently an assistant professor in department of mechanical engineering, Fac- ulty of Engineering and Technology, Nile Valley University. His research interest and favourite subjects include structural mechanics, applied mechanics, control engineering and instrumentation, computer aided design, design of mechanical elements, fluid mechanics and dynamics, heat and mass transfer and hydraulic machinery. He works also as a consultant and a technical manager of Al − Kamali workshops group in Atbara − Sudan old and new industrial areas.