Buckling analysis of elastic plates by boundary element method

DOI10.1016/S0955-7997(98)00074-5zbMath0953.74072OpenAlexW2012618112MaRDI QIDQ1961159

Hui-Ru Shih, Jauhorng Lin, Roger C. Duffield

Publication date: 25 January 2001

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0955-7997(98)00074-5

zbMATH Keywords

boundary integralsin-plane forcesinstability of elastic platesplate's middle surface

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Bifurcation and buckling (74G60)

Related Items (5)

Buckling analysis of Reissner-Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method ⋮ Local buckling of thin-walled structures by the boundary element method ⋮ Buckling analysis of shear deformable shallow shells by the boundary element method ⋮ A BEM-BASED MESHLESS METHOD FOR ELASTIC BUCKLING ANALYSIS OF PLATES ⋮ Application of the dual reciprocity method for the buckling analysis of plates with shear deformation

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• Unilateral buckling of thin elastic plates by the boundary integral equation method
• Beam and plate stability by boundary elements
• Buckling of thin-walled members by finite elements
• On the formulation of the acoustic boundary element eigenvalue problems

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