A BEM-BASED MESHLESS METHOD FOR ELASTIC BUCKLING ANALYSIS OF PLATES

DOI10.1142/S0219455407002162zbMath1205.74174OpenAlexW2018939998MaRDI QIDQ3074897

Boonme Chinnaboon, Somchai Chucheepsakul, John T. Katsikadelis

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455407002162

zbMATH Keywords

boundary element methodradial basis functionsbucklingthin plate splineselastic platesmeshlessanalog equation method

Mathematics Subject Classification ID

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

Related Items (5)

Nonlinear bending analysis of nonlocal nanoplates with general shapes and boundary conditions by the boundary-only method ⋮ An initial stability of plates in various conservative load conditions by the boundary element method ⋮ Local buckling of thin-walled structures by the boundary element method ⋮ A BEM-based domain meshless method for the analysis of Mindlin plates with general boundary conditions ⋮ Simple iterative method for solving problems for plates with partial internal supports

Cites Work

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• A boundary element method for elastic buckling analysis of assembled plate structures
• A general boundary integral formulation for the numerical solution of plate bending problems
• The BEM for plates of variable thickness on nonlinear biparametric elastic foundation. An analog equation solution
• Buckling analysis of elastic plates by boundary element method
• A New Boundary Equation Solution to the Plate Problem
• Unilateral buckling of thin elastic plates by the boundary integral equation method
• Beam and plate stability by boundary elements
• Plate buckling loads by the boundary element method

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