Nonlinear analysis of nearly saturated porous media: Theoretical and numerical formulation
type: Item
instance of: scholarly article
title: Nonlinear analysis of nearly saturated porous media: Theoretical and numerical formulation
zbMATH Open document ID: 1039.74013
DOI: 10.1016/S0045-7825(02)00333-X
author: Jonas Larsson
author: Ragnar Larsson
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2003-02-13T00:00:00Z
Mathematics Subject Classification ID: 74F10
Mathematics Subject Classification ID: 76S05
zbMATH DE Number: 1868312
zbMATH Keywords: hyperelastoplasticity
zbMATH Keywords: thermodynamics
zbMATH Keywords: compressible fluid
zbMATH Keywords: two-phase mixture
zbMATH Keywords: volumetric logarithmic strain
zbMATH Keywords: entropy inequality
zbMATH Keywords: effective stress response
zbMATH Keywords: fluid pressure response
zbMATH Keywords: dissipative Darcy flow
zbMATH Keywords: kinematically linear theory
MaRDI profile type: Publication
cites work: Formulation and finite element implementation of a multiplicative model of coupled poro-plasticity at finite strains under fully saturated conditions
cites work: Theories of immiscible and structured mixtures
cites work: Variational Lagrangian-thermodynamics of nonisothermal finite strain mechanics of porous solids and thermomolecular diffusion
cites work: A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
cites work: Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples
cites work: Compressible porous media models by use of the theory of mixtures
cites work: The analysis of finite elasto-plastic consolidation
cites work: Q3829133
cites work: Q4851743
cites work: Q4872366
cites work: Q5750488
cites work: On Porous Soil Materials Saturated with a Compressible Pore‐fluid Mixture
cites work: A Linear Viscoelastic Two‐Phase Model for Soft Tissues.: Application to Articular Cartilage
cites work: PLANE STRAIN AND AXIALLY SYMMETRIC CONSOLIDATION OF A CLAY LAYER ON A SMOOTH IMPERVIOUS BASE
cites work: A general theory of an elastic-plastic continuum
cites work: Q4398615
cites work: Computational strategy for capturing localization in undrained soil
cites work: Finite element analysis of localization of deformation and fluid pressure in an elastoplastic porous medium
cites work: Method of Lagrange multipliers for exploitation of the entropy principle
cites work: On the representation of Prandtl-Reuss tensors within the framework of multiplicative elastoplasticity
cites work: Strain localisation modelling and pore pressure in saturated sand samples
cites work: A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. I: Continuum formulation
cites work: A unified approach to finite deformation elastoplastic analysis based on the use of hyperelastic constitutive equations
cites work: On the thermodynamics of a mixture of isotropic materials with constraints
cites work: The modeling of open mass continuum mixtures
cites work: Porous media at finite strains. The new model with the balance equation for porosity
full work available at URL: s0045-7825(02)00333-x
OpenAlex ID: W2043350298
description: scientific article; zbMATH DE number 1868312