2010
DOI: 10.1016/j.cnsns.2009.11.017
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Geometrically nonlinear bending analysis of laminated composite plate

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Cited by 49 publications
(9 citation statements)
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“…Geometrically nonlinear behaviour of laminated plates including residual stresses, is a rich literature; the reader can find a sample of it in Reddy (2004), Dash and Singh (2010), Reddy and Chandrashekhara (1985), Chang and Huang (1991) and Muthurajan et al (2005). We hereby provide a semi-analytical solution instead of FEM calcuations.…”
Section: Introductionmentioning
confidence: 99%
“…Geometrically nonlinear behaviour of laminated plates including residual stresses, is a rich literature; the reader can find a sample of it in Reddy (2004), Dash and Singh (2010), Reddy and Chandrashekhara (1985), Chang and Huang (1991) and Muthurajan et al (2005). We hereby provide a semi-analytical solution instead of FEM calcuations.…”
Section: Introductionmentioning
confidence: 99%
“…To avoid the use of shear correction factor and have a better prediction of response of laminated plates, many HSDTs have been developed. In general, the HSDT can be developed based on the assumption of higher-order variations for in-plane displacements or both in-plane and transverse displacements [51][52][53][54][55][56][57] through the thickness of the plate. Although the HSDT do not require a shear correction factor, their equations of motion are more complicated than those of the FSDT.…”
Section: Introductionmentioning
confidence: 99%
“…Finite element methods are widely used in studying linear and nonlinear vibration of rectangular laminates. [22][23][24][25][26][27][28] Thai et al 29 presented a novel numerical procedure based on node-based smoothed discrete shear gap method associated with the C 0 -HSDT type for static, free vibration and buckling analyses of angle-ply and cross-ply laminated composite plates with different shapes. Linear and nonlinear free vibration of asymmetric cross-ply Glare 3 panel investigated by the current authors.…”
Section: Introductionmentioning
confidence: 99%