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dc.contributor.authorBekele, Yared Worku
dc.contributor.authorFonn, Eivind
dc.contributor.authorKvamsdal, Trond
dc.contributor.authorKvarving, Arne Morten
dc.contributor.authorNordal, Steinar
dc.date.accessioned2022-03-21T15:29:29Z
dc.date.available2022-03-21T15:29:29Z
dc.date.created2022-03-15T08:23:59Z
dc.date.issued2022
dc.identifier.issn2076-3417
dc.identifier.urihttps://hdl.handle.net/11250/2986619
dc.description.abstractPressure oscillations at small time steps have been known to be an issue in poroelasticity simulations. A review of proposed approaches to overcome this problem is presented. Critical time steps are specified to alleviate this in finite element analyses. We present a mixed isogeometric formulation here with a view to assessing the results at very small time steps. Numerical studies are performed on Terzaghi’s problem and consolidation of a layered porous medium with a very low permeability layer for varying polynomial degrees, continuities across knot spans and spatial discretizations. Comparisons are made with equal order simulations.en_US
dc.language.isoengen_US
dc.publisherMDPIen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleMixed Method for Isogeometric Analysis of Coupled Flow and Deformation in Poroelastic Mediaen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.volume12en_US
dc.source.journalApplied Sciencesen_US
dc.source.issue6en_US
dc.identifier.doi10.3390/app12062915
dc.identifier.cristin2009821
dc.relation.projectNorges forskningsråd: 203471en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal