A mechanical model for the buckling of unilaterally constrained rectangular plates

DOI10.1016/0020-7683(94)90176-7zbMath0809.73034OpenAlexW2131887013MaRDI QIDQ1328714

Anthony M. Waas, Khaled W. Shahwan

Publication date: 2 August 1994

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/2027.42/31876

zbMATH Keywords

Galerkin methodnonlinear partial differential equationtransverse loadnonlinear elastic foundationsmaterial orthotropy

Mathematics Subject Classification ID

Plates (74K20) Bifurcation and buckling (74G60)

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Unilateral contact buckling of lightly profiled skin sheets under compressive or shearing loads ⋮ Nonlinear buckling analysis of laminated composite curved panels constrained by Winkler tensionless foundation ⋮ Local buckling of profiled skin sheets resting on tensionless elastic foundations under in-plane shear loading ⋮ Shear buckling of infinite plates resting on tensionless elastic foundations ⋮ Shell-tensionless foundation interaction and nonlinear thermoelastic stability analysis of laminated composite cylindrical panels ⋮ Contact buckling and postbuckling of thin rectangular plates ⋮ Response of an infinite beam on a bilinear elastic foundation: bridging the gap between the Winkler and tensionless foundation models ⋮ Thermal buckling analysis of point-supported laminated composite plates in unilateral contact ⋮ The constrained buckling problem of geometrically imperfect beams: a mathematical approach for the determination of the critical instability points

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