Boundary elements with equilibrium satisfaction—a consistent formulation for dynamic problems considering non-linear effects

DOI10.1002/nme.1463zbMath1111.74046OpenAlexW2104987895MaRDI QIDQ3440104

Delfim jun. Soares, Webe Joao Mansur, José Claudio de F. Telles

Publication date: 21 May 2007

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1463

zbMATH Keywords

modified fundamental solutionsboundary elements with equilibriumdynamic elastoplastic analysis

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (4)

Dynamic inelastic structural analysis by the BEM: a review ⋮ Meshless boundary integral equations with equilibrium satisfaction ⋮ A boundary element formulation with equilibrium satisfaction for thermo-mechanical problems considering transient and nonlinear aspects ⋮ A BEM formulation for inelastic transient dynamic analysis using domain decomposition and particular integrals

Cites Work

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• The derivation of stiffness matrices from integral equations
• Static analysis of 3D damaged solids and structures by BEM

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