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dc.contributor.authorHolmen, Jens Kristian
dc.contributor.authorThomesen, Susanne
dc.contributor.authorPerez-Martin, Maria Jesus
dc.contributor.authorHopperstad, Odd Sture
dc.contributor.authorBørvik, Tore
dc.date.accessioned2022-04-25T08:30:32Z
dc.date.available2022-04-25T08:30:32Z
dc.date.created2022-04-05T09:28:48Z
dc.date.issued2022
dc.identifier.issn0021-8936
dc.identifier.urihttps://hdl.handle.net/11250/2992429
dc.description.abstractSteels are usually stronger at low temperatures than at high temperatures. But low temperatures are, particularly in combination with high strain rates and high stress triaxiality ratios, known to cause embrittlement. The common understanding is that the ductility of steels decreases dramatically below a threshold temperature known as the ductile-to-brittle transition temperature. This study explores the ballistic performance of Strenx 960 Plus steel plates at both low temperatures and room temperature. We describe a ballistic setup where target plates were cooled down to as low as −60 °C before we present results from ballistic impact tests with three different projectile types. The ballistic limit velocities from tests at low temperatures were higher than the ballistic limit velocities from tests at room temperature, indicating that brittle fracture does not take place. An analytical approach based on the Johnson–Cook constitutive relation, the Cockcroft–Latham ductile failure criterion, and a simple brittle fracture criterion is presented. The model suggests that ductile fracture prevails for most realistic material state histories, both in the ballistic impact tests as well as for quasi-static and dynamic tensile tests. This supports previous observations that brittle fracture is unlikely to occur in modern steels even when subjected to rapid loading and low temperatures.en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Mechanical Engineersen_US
dc.titleBallistic impact of structural steels at low temperaturesen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holderThis article will not be available due to copyright restrictions © 2022 by ASMEen_US
dc.source.journalJournal of applied mechanicsen_US
dc.identifier.doi10.1115/1.4054235
dc.identifier.cristin2015313
dc.relation.projectNorges forskningsråd: 237885en_US
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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