A coupled BEM-stiffness matrix approach for analysis of shear deformable plates on elastic half space

DOI10.1016/j.enganabound.2012.12.005zbMath1297.74150OpenAlexW1969160121MaRDI QIDQ463675

Ahmed Mostafa Shaaban, Youssef F. Rashed

Publication date: 17 October 2014

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2012.12.005

zbMATH Keywords

boundary element methodstiffness matrixReissner platesplateselastic half space

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Boundary element methods for boundary value problems involving PDEs (65N38)

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Cites Work

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• Boundary integral formulation for plate flexure with arbitrary boundary conditions
• A general boundary integral formulation for the numerical solution of plate bending problems
• A boundary/domain element method for analysis of building raft foundations
• Application of the boundary integral equation method to Reissner's plate model
• Elastic and Viscoelastic Foundation Models
• On bending of elastic plates
• A General Solution for the Bending of Beams on an Elastic Foundation of Arbitrary Continuity
• Boundary element analysis of unilateral supported Reissner plates on elastic foundations.