Implicit-explicit schemes for nonlinear consolidation

DOI10.1016/0045-7825(83)90022-1zbMath0501.73107OpenAlexW1965431571MaRDI QIDQ1172461

Jean H. Prévost

Publication date: 1983

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(83)90022-1

zbMATH Keywords

accuracytime integrationsaturated porous mediaversatilityimplicit/explicit predictor/multicorrector schemegeneral analytical procedurelinear and nonlinear consolidation analysisnonlinear semidiscrete finite element equationsnumrical results

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Numerical and other methods in solid mechanics (74S99) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)

Related Items

PARTITIONED SOLUTION PROCEDURE FOR SIMULTANEOUS INTEGRATION OF COUPLED-FIELD PROBLEMS, A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization, A semi-implicit discrete-continuum coupling method for porous media based on the effective stress principle at finite strain, Finite element implementation of a geometrically and physically nonlinear consolidation model, Some new computational methods for the Allen‐Cahn equation with non‐periodic boundary conditions arising in computational fluid dynamics, A finite element algorithm for parameter identification of material models for fluid saturated porous media, One-step and linear multistep methods for nonlinear consolidation, Dynamics of porous media at finite strain, Finite element formulations for hyperelastic transversely isotropic biphasic soft tissues, Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples, Aspects of finite element formulations for the coupled problem of poroelasticity based on a canonical minimization principle

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