1985
DOI: 10.1007/bf01177120
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Axisymmetric postbuckling of orthotropic thick annular plates

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Cited by 12 publications
(4 citation statements)
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“…Rarely, they concern annular plates under lateral loads variable in time and plate structures where damping properties of the layer material is taken into account. A wide range of possible applications of annular layered plates in aerospace industry, mechanical and nuclear engineering presented in works by Dumir and Shingal (1985), Paydar (1990), Chen et al (2006), Wang and Chen (2004) causes the evaluation of dynamic behaviour of such complex composite plates still important.…”
Section: Introductionmentioning
confidence: 99%
“…Rarely, they concern annular plates under lateral loads variable in time and plate structures where damping properties of the layer material is taken into account. A wide range of possible applications of annular layered plates in aerospace industry, mechanical and nuclear engineering presented in works by Dumir and Shingal (1985), Paydar (1990), Chen et al (2006), Wang and Chen (2004) causes the evaluation of dynamic behaviour of such complex composite plates still important.…”
Section: Introductionmentioning
confidence: 99%
“…Plates are analyzed with "E F /E P "1, 3, 10, 1/3, having the greater in-plane Poisson ratio of 0)25 and G PX /E "0)4. The buckling and postbuckling loads of thick polar orthotropic annular plate with b/a"0)4 are compared in Table 1 with those obtained using orthogonal point collocation method of reference [6]. All the present results for the isotropic case are obtained using "1)01.…”
Section: Tablementioning
confidence: 97%
“…Galerkin solutions using one-term spatial mode shape for de#ection, are presented by Sathyamoorthy [3,4] for non-linear vibration of circular thick plates, employing "rst order shear deformation theory and Berger's approximation. Dumir and Shingal [5,6] have presented geometrically non-linear static, transient and postbuckling analysis of thick annular plates, employing orthogonal point collocation method. Neetha et al [7] have developed postbuckling analysis of a moderately thick elastic annular plate using the "nite-element method.…”
Section: Introductionmentioning
confidence: 99%
“…/; w are approximated as finite degree polynomials in the spatial coordinate. The orthogonal point collocation method [24][25][26], has been employed to discretise the equations. Buckling loads have been determined by solving a linear eigen-value problem by the inverse iteration method [27].…”
Section: Introductionmentioning
confidence: 99%