1988
DOI: 10.1016/0266-3538(88)90003-6
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Finite element analysis of laminated composite plates using a higher-order displacement model

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Cited by 164 publications
(58 citation statements)
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“…(1) is assumed constant through the plate thickness and thus setting e z ¼ 0, then the displacement field may be expressed as [22] uðx; y; zÞ ¼ u 0 ðx; yÞ þ zh x ðx; yÞ …”
Section: Displacement Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…(1) is assumed constant through the plate thickness and thus setting e z ¼ 0, then the displacement field may be expressed as [22] uðx; y; zÞ ¼ u 0 ðx; yÞ þ zh x ðx; yÞ …”
Section: Displacement Modelsmentioning
confidence: 99%
“…This theory considers three-dimensional Hooke's law, incorporates the effect of transverse normal strain in addition to transverse shear deformations. Pandya and Kant [18][19][20][21][22], Kant and Manjunatha [23,24] and Manjunatha and Kant [25] have extended this theory and presented C 0 finite element formulations and solutions for the stress analysis of symmetric and unsymmetric laminated composite and sandwich plates. Rohwer [26] made a comparative study of various higher order theories for the bending analysis of multilayer composite plates.…”
Section: Introductionmentioning
confidence: 99%
“…This requires the use of a displacement field, in which the in-plane displacements are expanded as cubic functions of the thickness coordinate. The displacement field which assumes w (x, y, z) constant through the plate thickness thus setting is expressed as: [32] …”
Section: A Displacement Modelmentioning
confidence: 99%
“…The elasticity solution demonstrates that through the plate thickness the transverse shear stress varies parabolic ally which demands the use of a displacement field, in which the inplane displacements are expanded as cubic functions of the thickness coordinate. The displacement field which assumes w constant through the plate thickness thus setting = 0 is expressed as: [39] ) ,…”
Section: A Displacement Modelmentioning
confidence: 99%
“…In order to overcome the drawbacks of FSDT, HSDTs were developed which involved higher order terms in the displacements in the thickness coordinate. Remarkable among them are Reddy [14], Zenkour [15][16][17], Kant and Co-workers [18][19][20][21][22][23], Kadkhodayan [24], Matsunaga [25,26], Xiang [27] and Ferreira [28]. The buckling, vibration, linear and nonlinear bending behaviors of FG-CNT reinforced composite structures have drawn much concentration from researchers [29] because of the capability of FG-CNT reinforced composites to control deformation, dynamic response, wear, corrosion etc.…”
Section: Introductionmentioning
confidence: 99%