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dc.contributor.authorBerge, Runar Lie
dc.contributor.authorBerre, Inga
dc.contributor.authorKeilegavlen, Eirik
dc.contributor.authorNordbotten, Jan Martin
dc.contributor.authorWohlmuth, Barbara
dc.date.accessioned2020-04-03T14:01:53Z
dc.date.available2020-04-03T14:01:53Z
dc.date.created2020-01-22T19:15:43Z
dc.date.issued2019
dc.identifier.citationInternational Journal for Numerical Methods in Engineering. 2019, 121 (4), 644-663.en_US
dc.identifier.issn0029-5981
dc.identifier.urihttps://hdl.handle.net/11250/2650388
dc.description.abstractA fractured poroelastic body is considered where the opening of the fractures is governed by a nonpenetration law, whereas slip is described by a Coulomb‐type friction law. This physical model results in a nonlinear variational inequality problem. The variational inequality is rewritten as a complementary function, and a semismooth Newton method is used to solve the system of equations. For the discretization, we use a hybrid scheme where the displacements are given in terms of degrees of freedom per element, and an additional Lagrange multiplier representing the traction is added on the fracture faces. The novelty of our method comes from combining the Lagrange multiplier from the hybrid scheme with a finite volume discretization of the poroelastic Biot equation, which allows us to directly impose the inequality constraints on each subface. The convergence of the method is studied for several challenging geometries in 2D and 3D, showing that the convergence rates of the finite volume scheme do not deteriorate when it is coupled to the Lagrange multipliers. Our method is especially attractive for the poroelastic problem because it allows for a straightforward coupling between the matrix deformation, contact conditions, and fluid pressure.
dc.language.isoengen_US
dc.rightsCC BY 4.0
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.titleFinite volume discretization for poroelastic media with fractures modeled by contact mechanicsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersion
cristin.ispublishedtrue
cristin.fulltextvor
cristin.qualitycode2
dc.identifier.doi10.1002/nme.6238
dc.identifier.cristin1780445
dc.source.journalInternational Journal for Numerical Methods in Engineeringen_US
dc.source.volume121en_US
dc.source.issue4en_US
dc.source.pagenumber644-663en_US


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