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dc.contributor.authorHolmen, Jens Kristian
dc.contributor.authorSolberg, Jan Ketil
dc.contributor.authorHopperstad, Odd Sture
dc.contributor.authorBørvik, Tore
dc.date.accessioned2017-10-10T08:45:05Z
dc.date.available2017-10-10T08:45:05Z
dc.date.created2017-10-09T11:45:23Z
dc.date.issued2017
dc.identifier.issn0734-743X
dc.identifier.urihttp://hdl.handle.net/11250/2459360
dc.description.abstractWe investigated the ballistic resistance of hot-rolled structural steel plates with a nominal yield stress of 355 MPa in this study. Ballistic tests were conducted with 7.62mm armor piercing bullets on monolithic and multi-layered configurations both in the as-received (AR) state and in a case-hardened (CH) state. In the CH state we made the surface stronger while preserving a relatively ductile core. This was done to improve the ballistic properties of the plates. Quasi-static uniaxial tension tests and Vickers hardness tests were conducted to calibrate constitutive models for numerical simulations. The ballistic tests revealed that the capacity was highest for a monolithic CH plate, and that case hardening increased the perforation resistance by more than 20%. Plate layering decreased the capacity of the CH plates, while the capacity of the AR plates did not decrease consistently by increasing the number of layers. Finally, we used the hardness measurements to distribute material properties across the thickness of the CH plates. These distributed material properties were used in numerical models. Finite element simulations gave predominantly conservative results within 11% of the experimental values.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.titleBallistic impact of layered and case-hardened steel platesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.journalInternational Journal of Impact Engineeringnb_NO
dc.identifier.doi10.1016/j.ijimpeng.2017.02.001
dc.identifier.cristin1503310
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcode© 2017. This is the authors’ accepted and refereed manuscript to the article. LOCKED until 2.2.2019 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,45,0
cristin.unitcode194,66,35,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.unitnameInstitutt for materialteknologi
cristin.ispublishedfalse
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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