Deformation dependent permeability from variationally consistent homogenization
Abstract In this article, the influence of large deformations on the effective permeability of a bicontinuous porous material is investigated. On the fine‐scale, Neo–Hooke hyperelasticity is considered for the solid skeleton. In a third medium approach, we model the pore space as filled with a softer material of the same type. Fluid flow through the deformed pores is expressed in terms of a Stokes' flow model. The influence of the pore pressure on the deformation is neglected, resulting in a one‐way coupling which allows for a sequential solution of the two physical problems. The framework of Variationally Consistent Homogenization is used to derive a two‐scale formulation based on a Representative Volume Element (RVE) characterizing the microstructure. Finally, a two‐step procedure to compute the deformation dependent permeability is established: Firstly, the deformation of the RVE for a given macroscale deformation gradient is computed. Secondly, sensitivities for the fluid flow through the deformed RVE are computed and used to determine the effective permeability tensor. A numerical study is conducted for sets of RVEs with the same material parameters and different porosity. For the case of uniaxial compression, a significant influence of the deformation on the effective permeability is observed: For a macroscale compression of , the effective permeability orthogonal to the compression direction is reduced by almost .
Authors
- Ralf Jänicke (ORCID: https://orcid.org/0000-0001-8816-6643)
- David René Rollin (ORCID: https://orcid.org/0000-0001-9119-9577)
- Fredrik Larsson (ORCID: https://orcid.org/0000-0002-7786-5040)
- Kenneth Runesson
Institutions
- Chalmers University of Technology (SE)
- Technische Universität Braunschweig (DE)
Publication Details
- Journal
- GAMM-Mitteilungen
- Published
- 2025-10-28
- DOI
- https://doi.org/10.1002/gamm.70010
- Citations
- 1
- Primary Topic
- Advanced Mathematical Modeling in Engineering
- Type
- article
- Field-Weighted Citation Impact
- 1.50