Dynamic non-linear stress analysis by the mass matrix BEM

DOI10.1016/S0955-7997(00)00047-3zbMath0969.74071OpenAlexW2070696394WikidataQ127452689 ScholiaQ127452689MaRDI QIDQ1592588

Humberto Breves Coda, Wilson Sergio Venturini

Publication date: 2 October 2001

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

Full work available at URL: https://doi.org/10.1016/s0955-7997(00)00047-3

zbMATH Keywords

integral representationviscosityshape functionstransient problemsplastic strainselastoplastic boundary element formulationimplicit accelaration methodinternal cellsKelvin static fundamental solutionmass effects

Mathematics Subject Classification ID

Classical linear elasticity (74B05) Boundary element methods applied to problems in solid mechanics (74S15) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05)

Related Items (8)

A BEM formulation for transient dynamic elastoplastic analysis via particular integrals ⋮ Dynamic inelastic structural analysis by the BEM: a review ⋮ A non-incremental numerical method for dynamic elastoplastic problems by the symplectic Brezis-Ekeland-Nayroles principle ⋮ Alternative time marching process for BEM and FEM viscoelastic analysis ⋮ A BEM formulation for inelastic transient dynamic analysis using domain decomposition and particular integrals ⋮ Analytical treatment on singularities for 2-D elastoplastic dynamics by time domain boundary element method using Hadamard principle integral ⋮ The dual reciprocity method applied to free vibrations of 2D structures using compact supported radial basis functions ⋮ Efficient elastoplastic analysis with the boundary element method

Cites Work

• Computational inelasticity
• Numerical implementation of a CTO-based implicit approach for the BEM solution of usual and sensitivity problems in elasto-plasticity
• Implementation and application of elastodynamic boundary element discretizations with improved stability properties
• Taylor expansions for singular kernels in the boundary element method
• Inelastic transient dynamic analysis of three‐dimensional problems by BEM
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