Process-modeling of composites using two-phase porous media theory.

DOI10.1016/J.EUROMECHSOL.2003.09.004zbMath1063.74025OpenAlexW2103954274MaRDI QIDQ1430699

Staffan Toll, Maciej Wysocki, Ragnar Larsson

Publication date: 27 May 2004

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2003.09.004

zbMATH Keywords

entropy inequalityDarcy flowbiphasic compressible continuum

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Stefan problems, phase changes, etc. (80A22) Composite and mixture properties (74E30) Flows in porous media; filtration; seepage (76S05)

Related Items (8)

Pore-gas interaction in foams at finite deformation using staggered solution techniques ⋮ Free surface flow and preform deformation in composites manufacturing based on porous media theory ⋮ Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents ⋮ Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents ⋮ Modeling of large inelastic deformations of foams with respect to the point of compaction ⋮ Response of moist paperboard during rapid compression and heating ⋮ Finite strain modelling for multiphase flow in dual scale porous media during resin infusion process ⋮ Inertial effects during the infiltration of an elastic porous medium

Cites Work

• Deformation and localization analysis of partially saturated soil
• The development of the concept of effective stresses
• Compressible porous media models by use of the theory of mixtures
• On the thermodynamics of a mixture of isotropic materials with constraints
• Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples
• Nonlinear analysis of nearly saturated porous media: Theoretical and numerical formulation
• A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
• Formulation and finite element implementation of a multiplicative model of coupled poro-plasticity at finite strains under fully saturated conditions
• Method of Lagrange multipliers for exploitation of the entropy principle
• Effective stresses - a clarification
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