Fully mixed virtual element schemes for steady-state poroelastic stress-assisted diffusion
Isaac Bermudez, Bryan Gomez-Vargas, Andres E. Rubiano, Ricardo Ruiz-Baier
TL;DR
This work develops a fully mixed virtual element method for steady-state poroelastic stress-assisted diffusion, coupling Biot elasticity with stress-modulated diffusion under a strong symmetry constraint. The analysis leverages a Banach-space perturbation framework and a fixed-point strategy to establish existence and uniqueness for both the continuous and discrete problems, plus optimal a priori error estimates that are robust with respect to poromechanical parameters. The VEM discretisation enforces symmetry strongly, uses projections and stabilisations that ensure computability on general polyhedral meshes, and yields a stable, locking-free scheme for the coupled Biot-diffusion system. Numerical tests in 2D and 3D confirm optimal convergence and robustness, and a brain-tissue application highlights the method’s potential for modeling stress-influenced diffusion in biomedical contexts. The combination of a novel abstract stability result, fully mixed VEM discretisation, and rigorous error analysis provides a practical and theoretically solid tool for stress-assisted diffusion in poroelastic media.
Abstract
We propose a fully mixed virtual element method for the numerical approximation of the coupling between stress-altered diffusion and linear elasticity equations with strong symmetry of total poroelastic stress (using the Hellinger--Reissner principle). A novelty of this work is that we introduce a less restrictive assumption on the stress-assisted diffusion coefficient, requiring an analysis of the perturbed diffusion equation using Banach spaces. The solvability of the continuous and discrete problems is established using a suitable modification of the abstract theory for perturbed saddle-point problems in Banach spaces (which is in itself a new result of independent interest). In addition, we establish optimal a priori error estimates. The method and its analysis are robust with respect to the poromechanical parameters. We also include a number of numerical examples that illustrate the properties of the proposed scheme.
