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A macro‐element for a circular foundation to simulate 3D soil–structure interaction

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Publication:2856263
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DOI10.1002/NAG.664zbMath1273.74533OpenAlexW2045083912MaRDI QIDQ2856263

Panagiotis Kotronis, Stéphane Grange, Jacky Mazars

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.664


zbMATH Keywords

circularsoilplasticityfoundationstructure interactionmacro-elementuplift


Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)


Related Items (3)

A macro-element to simulate 3D soil-structure interaction considering plasticity and uplift ⋮ Multiscale modeling of inelastic materials with thermodynamics-based artificial neural networks (TANN) ⋮ A macroelement formulation for shallow foundations on cohesive and frictional soils


Uses Software

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  • FedeasLab
  • FLUSH
  • Dynaflow



Cites Work

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