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The constitutive equations of finite strain poroelasticity in the light of a micro-macro approach
Authors:Patrick de Buhan  Xavier Chateau  Luc Dormieux
Institution:aEcole Nationale des Ponts et Chaussées, CERMM, 6-8 avenue Blaise Pascal, 77420 Champs-sur-Marne, France;bLaboratoire des Matériaux et des Structures du Génie Civil (UMR 113 CNRS-LCPC), 2 allée Kepler, 77420 Champs-sur-Marne, France
Abstract:After recalling the constitutive equations of finite strain poroelasticity formulated at the macroscopic level, we adopt a microscopic point of view which consists of describing the fluid-saturated porous medium at a space scale on which the fluid and solid phases are geometrically distinct. The constitutive equations of poroelasticity are recovered from the analysis conducted on a representative elementary volume of porous material open to fluid mass exchange. The procedure relies upon the solution of a boundary value problem defined on the solid domain of the representative volume undergoing large elastic strains. The macroscopic potential, computed as the integral of the free energy density over the solid domain, is shown to depend on the macroscopic deformation gradient and the porous space volume as relevant variables. The corresponding stress-type variables obtained through the differentiation of this potential turn out to be the macroscopic Boussinesq stress tensor and the pore pressure. Furthermore, such a procedure makes it possible to establish the necessary and sufficient conditions to ensure the validity of an ‘effective stress’ formulation of the constitutive equations of finite strain poroelasticity. Such conditions are notably satisfied in the important case of an incompressible solid matrix.
Keywords:constitutive equation  finite strain poroelasticity  macroscopic approach  microscopic approach  incompressible solid matrix
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