Buckling analysis of shear deformable shallow shells by the boundary element method

DOI10.1016/j.enganabound.2006.07.008zbMath1195.74216OpenAlexW2085089181MaRDI QIDQ1958317

P. M. Baiz, Mohammad Hossien Aliabadi

Publication date: 28 September 2010

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2006.07.008

zbMATH Keywords

eigenvalueshallow shellshear deformable theorybuckling coefficientscurved plate

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Bifurcation and buckling (74G60) Shells (74K25)

Related Items (4)

Buckling of cylindrical shell panels: a MAEM solution ⋮ Stability of rectangular Kirchhoff plates using the stochastic boundary element methods ⋮ Local buckling of thin-walled structures by the boundary element method ⋮ Post buckling analysis of shear deformable shallow shells by the boundary element method

Uses Software

• LAPACK

Cites Work

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• Application of dual reciprocity method to plates and shells
• Buckling analysis of elastic plates by boundary element method
• Linear Buckling Analysis of Shear Deformable Shallow Shells by the Boundary Domain Element Method
• Beam and plate stability by boundary elements
• LAPACK Users' Guide
• A new boundary element formulation for shear deformable shells analysis
• Plate buckling loads by the boundary element method
• Buckling analysis of shear deformable plates by boundary element method
• On bending of elastic plates
• On a Variational Theorem in Elasticity
• Dual boundary element formulation for fracture mechanics analysis of shear deformable shells

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