A boundary element method for elastic buckling analysis of assembled plate structures

DOI10.1007/BF00280751zbMath0626.73040OpenAlexW2040947146MaRDI QIDQ581064

Jianyong Qiao, Sumit K. Garg

Publication date: 1988

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00280751

zbMATH Keywords

bendingboundary-element methodalgebraic set of eigenvalue equationsassembled plate structuresbiharmonic fundamental solutionboundary volume element methodintegral equation formulationsingle platetotal set of simultaneous equations

Mathematics Subject Classification ID

Related Items (4)

Effect of shear deformation on the buckling parameter of perforated and non-perforated plates studied using the boundary element method ⋮ A boundary element method for some inverse problems in elastodynamics ⋮ Buckling analysis of Reissner-Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method ⋮ A BEM-BASED MESHLESS METHOD FOR ELASTIC BUCKLING ANALYSIS OF PLATES

Cites Work

• Boundary integral formulation for plate flexure with arbitrary boundary conditions
• A general boundary integral formulation for the numerical solution of plate bending problems
• On a new boundary element solution scheme for elastoplasticity
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