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- Publisher Website: 10.1016/j.cma.2015.03.023
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Article: Stabilized mixed finite elements for deformable porous media with double porosity
Title | Stabilized mixed finite elements for deformable porous media with double porosity |
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Authors | |
Keywords | Double porosity Coupled problem Stabilized finite elements Twofold saddle point problem Mixture theory Effective stress |
Issue Date | 2015 |
Citation | Computer Methods in Applied Mechanics and Engineering, 2015, v. 293, p. 131-154 How to Cite? |
Abstract | © 2015 Elsevier B.V. Natural geomaterials such as fissured rocks and aggregated soils often exhibit a pore size distribution with two dominant pore scales, usually termed macropores and micropores. High-fidelity descriptions of these materials require an explicit treatment of the two pore regions as double porosity. We develop a finite element framework for coupled solid deformation and fluid diffusion in double porosity media that employs a thermodynamically consistent effective stress. Mixed finite elements that interpolate the solid displacement and pore pressures in the macropores and micropores are used for this purpose. In the limit of undrained deformation, the incompressibility constraint causes unstable behavior in the form of spurious pressure oscillation at the two pore scales. To circumvent this instability we develop a variant of the polynomial pressure projection technique for a twofold saddle point problem. The proposed stabilization allows the use of equal-order (linear) interpolations of the displacement and two pore pressure variables throughout the entire range of drainage condition. |
Persistent Identifier | http://hdl.handle.net/10722/251104 |
ISSN | 2023 Impact Factor: 6.9 2023 SCImago Journal Rankings: 2.397 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Choo, Jinhyun | - |
dc.contributor.author | Borja, Ronaldo I. | - |
dc.date.accessioned | 2018-02-01T01:54:35Z | - |
dc.date.available | 2018-02-01T01:54:35Z | - |
dc.date.issued | 2015 | - |
dc.identifier.citation | Computer Methods in Applied Mechanics and Engineering, 2015, v. 293, p. 131-154 | - |
dc.identifier.issn | 0045-7825 | - |
dc.identifier.uri | http://hdl.handle.net/10722/251104 | - |
dc.description.abstract | © 2015 Elsevier B.V. Natural geomaterials such as fissured rocks and aggregated soils often exhibit a pore size distribution with two dominant pore scales, usually termed macropores and micropores. High-fidelity descriptions of these materials require an explicit treatment of the two pore regions as double porosity. We develop a finite element framework for coupled solid deformation and fluid diffusion in double porosity media that employs a thermodynamically consistent effective stress. Mixed finite elements that interpolate the solid displacement and pore pressures in the macropores and micropores are used for this purpose. In the limit of undrained deformation, the incompressibility constraint causes unstable behavior in the form of spurious pressure oscillation at the two pore scales. To circumvent this instability we develop a variant of the polynomial pressure projection technique for a twofold saddle point problem. The proposed stabilization allows the use of equal-order (linear) interpolations of the displacement and two pore pressure variables throughout the entire range of drainage condition. | - |
dc.language | eng | - |
dc.relation.ispartof | Computer Methods in Applied Mechanics and Engineering | - |
dc.subject | Double porosity | - |
dc.subject | Coupled problem | - |
dc.subject | Stabilized finite elements | - |
dc.subject | Twofold saddle point problem | - |
dc.subject | Mixture theory | - |
dc.subject | Effective stress | - |
dc.title | Stabilized mixed finite elements for deformable porous media with double porosity | - |
dc.type | Article | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.cma.2015.03.023 | - |
dc.identifier.scopus | eid_2-s2.0-84929575706 | - |
dc.identifier.volume | 293 | - |
dc.identifier.spage | 131 | - |
dc.identifier.epage | 154 | - |
dc.identifier.isi | WOS:000361475900007 | - |
dc.identifier.issnl | 0045-7825 | - |