Numerical simulation of soil-structure elastodynamic interaction using iterative-adaptive BEM-FEM coupled strategies

DOI10.1016/j.enganabound.2017.06.011zbMath1403.74174OpenAlexW2733578015WikidataQ107632599 ScholiaQ107632599MaRDI QIDQ1655900

L. M. C. Godinho, Delfim jun. Soares

Publication date: 10 August 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.2017.06.011

zbMATH Keywords

finite element methodboundary element methodelastodynamicsfrequency domain analysisiterative couplingadaptive remeshing

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Boundary element methods for boundary value problems involving PDEs (65N38)

Related Items

Solving of multi-connected curvilinear boundary value problems by the fast PIES ⋮ Finite element method and boundary element method iterative coupling algorithm for 2-D elastodynamic analysis ⋮ A 3D BEM-FEM approach using layered transversely isotropic half-space Green's functions in the frequency domain for SSI analyses ⋮ Nonlinear analysis of interacting saturated porous and elastic media by time-domain FEM/BEM iterative coupling procedures

Uses Software

• AFEM@matlab

Cites Work

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• Frequency domain analysis of soil-structure interaction
• Elastic wave propagation in a 3-D unbounded random heterogeneous medium coupled with a bounded medium. Application to seismic soil-structure interaction (SSSI)
• Multi-region adaptive finite element-boundary element method for elasto-plastic analysis

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