A priori and a posteriori error bounds for the fully mixed FEM formulation of poroelasticity with stress-dependent permeability
Arbaz Khan, Bishnu P. Lamichhane, Ricardo Ruiz-Baier, Segundo, Villa-Fuentes

TL;DR
This paper introduces a family of mixed finite element methods for nonlinear poroelasticity with stress-dependent permeability, providing error bounds, adaptive refinement, and demonstrating robustness and accuracy through numerical tests.
Contribution
It develops a novel mixed finite element framework for nonlinear poroelasticity with stress-dependent permeability, including error analysis and adaptive algorithms.
Findings
Method is exactly momentum and mass conservative
Error estimates are reliable and robust in near incompressibility limit
Numerical examples confirm theoretical results
Abstract
We develop a family of mixed finite element methods for a model of nonlinear poroelasticity where, thanks to a rewriting of the constitutive equations, the permeability depends on the total poroelastic stress and on the fluid pressure and therefore we can use the Hellinger--Reissner principle with weakly imposed stress symmetry for Biot's equations. The problem is adequately structured into a coupled system consisting of one saddle-point formulation, one linearised perturbed saddle-point formulation, and two off-diagonal perturbations. This system's unique solvability requires assumptions on regularity and Lipschitz continuity of the inverse permeability, and the analysis follows fixed-point arguments and the Babu\v{s}ka--Brezzi theory. The discrete problem is shown uniquely solvable by applying similar fixed-point and saddle-point techniques as for the continuous case. The method is…
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Taxonomy
TopicsNumerical methods in engineering · Composite Material Mechanics · Advanced Numerical Methods in Computational Mathematics
