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dc.contributor.authorGruben, Gaute
dc.contributor.authorMorin, David
dc.contributor.authorLangseth, Magnus
dc.contributor.authorHopperstad, Odd Sture
dc.date.accessioned2018-05-08T08:29:18Z
dc.date.available2018-05-08T08:29:18Z
dc.date.created2017-10-23T15:55:42Z
dc.date.issued2017
dc.identifier.citationProcedia Engineering. 2017, 197, 185-195.nb_NO
dc.identifier.issn1877-7058
dc.identifier.urihttp://hdl.handle.net/11250/2497490
dc.description.abstractFailure prediction assessment is conducted based on validated finite element simulations of impact tests performed on 1.8 mm dual-phase and 1.0 mm martensitic steel sheets. The sheets were clamped between two steel rings and subjected to lateral loading by a punch with a hemispherical nose. Three different specimen geometries were applied. These were chosen to provide membrane loading in stress states near uniaxial tension, plane-strain tension and equi-biaxial tension. Thus, the most important stress states that may occur for thin sheets in an impact situation are covered. Finite element simulations of the impact tests are run with the nonlinear code LS-DYNA. The plastic behaviour of the materials is modelled using the Hershey yield function in combination with the associated flow rule and isotropic hardening. The specimens are discretized by shell elements, thus imposing a state of plane stress. Three different approaches for modelling ductile failure are evaluated by comparing the experimental and simulated force-displacement curves from the experiments on the two steel materials.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleDuctile Fracture of Steel Sheets under Dynamic Membrane Loadingnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber185-195nb_NO
dc.source.volume197nb_NO
dc.source.journalProcedia Engineeringnb_NO
dc.identifier.doi10.1016/j.proeng.2017.08.095
dc.identifier.cristin1506955
dc.description.localcode© 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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