DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choo, Jinhyun | ko |
dc.contributor.author | Borja, Ronaldo I. | ko |
dc.date.accessioned | 2022-01-21T06:42:12Z | - |
dc.date.available | 2022-01-21T06:42:12Z | - |
dc.date.created | 2022-01-21 | - |
dc.date.created | 2022-01-21 | - |
dc.date.created | 2022-01-21 | - |
dc.date.created | 2022-01-21 | - |
dc.date.created | 2022-01-21 | - |
dc.date.issued | 2015-08 | - |
dc.identifier.citation | Computer Methods in Applied Mechanics and Engineering, v.293, pp.131 - 154 | - |
dc.identifier.issn | 0045-7825 | - |
dc.identifier.uri | http://hdl.handle.net/10203/291944 | - |
dc.description.abstract | 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. (C) 2015 Elsevier B.V. All rights reserved. | - |
dc.language | English | - |
dc.publisher | Elsevier | - |
dc.title | Stabilized mixed finite elements for deformable porous media with double porosity | - |
dc.type | Article | - |
dc.identifier.wosid | 000361475900007 | - |
dc.identifier.scopusid | 2-s2.0-84929575706 | - |
dc.type.rims | ART | - |
dc.citation.volume | 293 | - |
dc.citation.beginningpage | 131 | - |
dc.citation.endingpage | 154 | - |
dc.citation.publicationname | Computer Methods in Applied Mechanics and Engineering | - |
dc.identifier.doi | 10.1016/j.cma.2015.03.023 | - |
dc.contributor.localauthor | Choo, Jinhyun | - |
dc.contributor.nonIdAuthor | Borja, Ronaldo I. | - |
dc.description.isOpenAccess | N | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | Coupled problem | - |
dc.subject.keywordAuthor | Double porosity | - |
dc.subject.keywordAuthor | Effective stress | - |
dc.subject.keywordAuthor | Mixture theory | - |
dc.subject.keywordAuthor | Stabilized finite elements | - |
dc.subject.keywordAuthor | Twofold saddle point problem | - |
dc.subject.keywordPlus | CAM-CLAY PLASTICITY | - |
dc.subject.keywordPlus | STRAIN LOCALIZATION | - |
dc.subject.keywordPlus | EFFECTIVE STRESS | - |
dc.subject.keywordPlus | WATER-FLOW | - |
dc.subject.keywordPlus | MATHEMATICAL FRAMEWORK | - |
dc.subject.keywordPlus | FLUID-FLOW | - |
dc.subject.keywordPlus | MODEL | - |
dc.subject.keywordPlus | CONSOLIDATION | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | SOILS | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.