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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.accessioned2022-03-16T06:26:29Z
dc.date.available2022-03-16T06:26:29Z
dc.date.created2022-03-15T08:23:59Z
dc.date.issued2022
dc.identifier.issn2076-3417
dc.identifier.urihttps://hdl.handle.net/11250/2985357
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.
dc.language.isoeng
dc.publisherMDPI
dc.rightsCC BY 4.0
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectPoroelasticity
dc.subjectIsogeometric analysis
dc.subjectMixed formulation
dc.subjectPressure oscillations
dc.titleMixed Method for Isogeometric Analysis of Coupled Flow and Deformation in Poroelastic Media
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.rights.holder© 2022 The authors
dc.subject.nsiVDP::Teknologi: 500
dc.source.volume12
dc.source.journalApplied Sciences
dc.source.issue6
dc.identifier.doi10.3390/app12062915
dc.identifier.cristin2009821
dc.relation.projectNorges forskningsråd: 203471
dc.source.articlenumber2915
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Except where otherwise noted, this item's license is described as CC BY 4.0