Modelling nonlinear soil-structure interaction using interface elements, elastic-plastic soil elements and absorbing infinite elements

DOI10.1016/0045-7949(87)90261-6zbMath0609.73104OpenAlexW2056352473MaRDI QIDQ3750302

G. Nordgren, Bo Häggblad

Publication date: 1987

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(87)90261-6

zbMATH Keywords

time domain formulationabsorbing infinite elementsADINA computer codeelasto-plastic work hardening cap model with eight parametersnonlinear continuum propertiesNonlinear soil-structure interactionsimulation of the unbounded region in the far fieldspecial interface elements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

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The numerical manifold method for harmonic wave propagation in unbounded domains ⋮ Dynamic wave propagation in infinite saturated porous media half spaces

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