Work input for unsaturated elastic porous media

DOI10.1016/j.jmps.2010.02.005zbMath1244.74007OpenAlexW2047228132MaRDI QIDQ442028

Bernhard A. Schrefler, Francesco Pesavento, William G. Gray

Publication date: 8 August 2012

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.jmps.2010.02.005

zbMATH Keywords

elasticityHill-Mandel conditionwork input

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Thermodynamics in solid mechanics (74A15) Flows in porous media; filtration; seepage (76S05)

Related Items (3)

On computational modeling in tumor growth ⋮ Hydrodynamic derivation of the work input to fully and partially saturated soils ⋮ Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils

Cites Work

• The solid phase stress tensor in porous media mechanics and the Hill-Mandel condition
• A constitutive model for unsaturated soils: thermomechanical and computational aspects
• Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
• Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
• Analysis of the solid phase stress tensor in multiphase porous media
• Revisiting the constitutive equations of unsaturated porous solids using a Lagrangian saturation concept
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