Postbuckling of Reissner-Mindlin plates under biaxial compression and lateral pressure and resting on elastic foundations
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Publication:1971288
DOI10.1016/S0045-7825(98)00265-5zbMath0962.74021OpenAlexW2000416443MaRDI QIDQ1971288
Publication date: 14 June 2001
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(98)00265-5
biaxial compressionperturbation techniqueWinkler elastic foundationpostbuckling analysisfirst-order shear deformation plate theorylateral pressureplate-foundation interactionrectangular Reissner-Mindlin platePasternak-type elastic foundation
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Cites Work
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- Rectangular Mindlin plates on elastic foundations
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- Buckling and post-buckling behavior of laminated plates using the generalized nonlinear formulation
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- Stability and vibration of isotropic, orthotropic and laminated plates according to a higher-order shear deformation theory
- Stability of thick angle-ply composite plates
- Buckling of rectangular mindlin plates
- The mixed finite element formulation for the thick plates on elastic foundations
- Buckling instabilities of thick elastic plates subjected to in-plane stresses
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- Buckling of transversely isotropic Mindlin plates
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