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dc.contributor.authorElveli, Benjamin Stavnar
dc.contributor.authorVestrum, Ole
dc.contributor.authorHauge, Knut Ove
dc.contributor.authorBerstad, Torodd
dc.contributor.authorBørvik, Tore
dc.contributor.authorAune, Vegard
dc.date.accessioned2022-12-06T08:03:26Z
dc.date.available2022-12-06T08:03:26Z
dc.date.created2022-11-30T15:09:39Z
dc.date.issued2023
dc.identifier.issn1350-6307
dc.identifier.urihttps://hdl.handle.net/11250/3035969
dc.description.abstractPre-formed defects created by high-velocity impact have the potential to reduce the structural integrity of lightweight, flexible structures. This study evaluates the effect of complex, partially confined detonations on thin steel plates with realistic pre-formed defects. Target plates containing pre-cut circular holes with a diameter of 8.0 mm are compared to target plates exposed to an initial ballistic impact from 7.62 mm APM2 projectiles. The target plates were exposed to blast loading generated from detonating C-4 inside a steel tube. The stand-off distance was fixed and set equal to the tube radius, where the rear end of the tube was kept open. All blast tests were recorded with several pressure sensors, synchronized with two high-speed cameras monitoring the dynamic response of the target plates. This allowed for a reliable experimental procedure, serving as a benchmark for different numerical methods. For similar loading conditions, the target plates containing initial ballistic impact showed a reduced fracture resistance during blast loading compared to the target plates with pre-cut circular holes. Two different numerical approaches were tested and compared, i.e., a purely Lagrangian particle-based approach and a fully coupled simulation approach using an ALE description of the blast domain. The ALE simulations were found to underestimate the structural response, while the particle-based approach overestimated the structural response.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1350630722009104
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleThin steel plates exposed to combined ballistic impact and partially confined airblast loadingen_US
dc.title.alternativeThin steel plates exposed to combined ballistic impact and partially confined airblast loadingen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.volume144en_US
dc.source.journalEngineering Failure Analysisen_US
dc.identifier.doihttps://doi.org/10.1016/j.engfailanal.2022.106943
dc.identifier.cristin2086015
dc.relation.projectNorges forskningsråd: 237885en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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