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dc.contributor.authorJohnsen, Joakim
dc.contributor.authorHolmen, Jens Kristian
dc.contributor.authorWarren, Thomas L.
dc.contributor.authorBørvik, Tore
dc.date.accessioned2018-01-03T11:13:08Z
dc.date.available2018-01-03T11:13:08Z
dc.date.created2018-01-02T11:14:55Z
dc.date.issued2017
dc.identifier.citationInternational Journal of Protective Structures. 2017, .nb_NO
dc.identifier.issn2041-4196
dc.identifier.urihttp://hdl.handle.net/11250/2474311
dc.description.abstractIn this article, we investigate the results obtained using different constitutive models for the solution of the cylindrical cavity expansion problem under plane strain conditions. The cylindrical cavity expansion solutions are employed with the cylindrical cavity expansion approximation to obtain ballistic limit and residual velocities for ductile metals perforated by rigid projectiles. Many of the previously developed cylindrical cavity expansion approximations use simplified constitutive models. However, in the present work, we first extend the cylindrical cavity expansion theory with the Voce strain hardening rule, before we utilize three different strain hardening constitutive models in cylindrical cavity expansion calculations to predict ballistic limit and residual velocities of aluminum and steel target plates struck by rigid projectiles. The results show that when strain hardening is accurately represented by the constitutive models until necking in a uniaxial tension test, all cylindrical cavity expansion models predict ballistic limit velocities that are close to the experimental data.nb_NO
dc.language.isoengnb_NO
dc.publisherMulti-Science Publishingnb_NO
dc.titleCylindrical cavity expansion approximations using different constitutive models for the target materialnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber27nb_NO
dc.source.journalInternational Journal of Protective Structuresnb_NO
dc.identifier.doi10.1177/2041419617741321
dc.identifier.cristin1533587
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcode© The Author(s) 2017. Locked until 31.6.2018 due to copyright restrictions.nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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