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Fast iterative solution of large undrained soil-structure interaction problems

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Publication:4421888
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DOI10.1002/nag.268zbMath1106.74413OpenAlexW1971858933WikidataQ57353534 ScholiaQ57353534MaRDI QIDQ4421888

Fook Hou Lee, Kok Kwang Phoon, Swee-Huat Chan, Kim-Chuan Toh

Publication date: 1 September 2003

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.268

zbMATH Keywords

quasi-minimalBiot's consolidationundrained conditionelement-by-element (EBE) iterationgeneralized Jacobi (GJ) preconditionerresidual (QMR)


Mathematics Subject Classification ID

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


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Preconditioning for sparse linear systems at the dawn of the 21st century: history, current developments, and future perspectives, A corotational hybrid-Trefftz stress formulation for modelling cohesive cracks, Partitioned versus global Krylov subspace iterative methods for FE solution of 3-D Biot's problem



Cites Work

  • Developments in structural analysis by direct energy minimization.
  • More on gradient iterative methods in finite- element analysis.
  • Methods of conjugate gradients for solving linear systems
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