Vis enkel innførsel

dc.contributor.authorGultekin, Osman
dc.contributor.authorDal, Husnu
dc.contributor.authorHolzapfel, Gerhard
dc.date.accessioned2019-02-15T14:30:39Z
dc.date.available2019-02-15T14:30:39Z
dc.date.created2018-12-10T11:15:18Z
dc.date.issued2018
dc.identifier.citationComputational Mechanics. 2018, 1-11.nb_NO
dc.identifier.issn0178-7675
dc.identifier.urihttp://hdl.handle.net/11250/2585764
dc.description.abstractQuasi-incompressible behavior is a desired feature in several constitutive models within the finite elasticity of solids, such as rubber-like materials and some fiber-reinforced soft biological tissues. The Q1P0 finite element formulation, derived from the three-field Hu–Washizu variational principle, has hitherto been exploited along with the augmented Lagrangian method to enforce incompressibility. This formulation typically uses the unimodular deformation gradient. However, contributions by Sansour (Eur J Mech A Solids 27:28–39, 2007) and Helfenstein et al. (Int J Solids Struct 47:2056–2061, 2010) conspicuously demonstrate an alternative concept for analyzing fiber reinforced solids, namely the use of the (unsplit) deformation gradient for the anisotropic contribution, and these authors elaborate on their proposals with analytical evidence. The present study handles the alternative concept from a purely numerical point of view, and addresses systematic comparisons with respect to the classical treatment of the Q1P0 element and its coalescence with the augmented Lagrangian method by means of representative numerical examples. The results corroborate the new concept, show its numerical efficiency and reveal a direct physical interpretation of the fiber stretches.nb_NO
dc.language.isoengnb_NO
dc.publisherSpringernb_NO
dc.titleOn the quasi-incompressible finite element analysis of anisotropic hyperelastic materialsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber1-11nb_NO
dc.source.journalComputational Mechanicsnb_NO
dc.identifier.doi10.1007/s00466-018-1602-9
dc.identifier.cristin1640991
dc.description.localcodeThis is a post-peer-review, pre-copyedit version of an article published in Computational Mechanics Locked until 21.07.2019 due to copyright restrictions. The final authenticated version is available online at: https://doi.org/10.1007/s00466-018-1602-9nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel