Corner restrictions and their application to bending plate analyses by the boundary element method

DOI10.1016/j.enganabound.2018.06.012zbMath1403.74209OpenAlexW2884648770WikidataQ129488830 ScholiaQ129488830MaRDI QIDQ1799699

João Batista Paiva

Publication date: 19 October 2018

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2018.06.012

zbMATH Keywords

boundary element methodplate corner reactionplate-bending analysis

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15) Stress (74A10) Boundary element methods for boundary value problems involving PDEs (65N38)

Related Items (3)

Analytical bending solutions of thin plates with two adjacent edges free and the others clamped or simply supported using finite integral transform method ⋮ Analytical solution of the bending problem of free orthotropic rectangular thin plate on two‐parameter elastic foundation ⋮ Two-dimensional generalized finite integral transform method for new analytic bending solutions of orthotropic rectangular thin foundation plates

Cites Work

• A coupled boundary element/differential equation method formulation for plate-beam interaction analysis
• Numerical solution of integro-differential and singular integral equations for plate bending problems
• Boundary integral formulation for plate flexure with arbitrary boundary conditions
• A general boundary integral formulation for the numerical solution of plate bending problems
• Bending moments at interfaces of thin zoned plates with discrete thickness by the boundary element method
• Cubic approximation for the transverse displacement in BEM for elastic plates analysis
• Numerical biharmonic analysis and some applications
• A boundary integral equation method for plate flexure with conditions inside the domain
• Boundary element formulation for plate analysis with special distribution of reactions along the boundary
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