Boundary element analysis of multi-thickness shear-deformable slabs without sub-regions

DOI10.1016/j.enganabound.2014.03.011zbMath1297.74160OpenAlexW2036549615MaRDI QIDQ463494

Youssef F. Rashed, Mina Wagdy

Publication date: 16 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.2014.03.011

zbMATH Keywords

boundary element methodstiffness matrixmulti-thickness slabstiffness-like domain integrals

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)

Related Items (4)

Improved hybrid boundary solution for shell elements ⋮ Sub-regions without subdomain partition with boundary elements ⋮ Performance of BEM superposition technique for solving sectorially heterogeneous Laplace's problems with non-regular geometry ⋮ The technique of domain superposition to solve piecewise homogeneous elastic problems

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
• Boundary element modelling of flat plate floors under vertical loading
• Application of the boundary integral equation method to Reissner's plate model
• On bending of elastic plates

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