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dc.contributor.authorRakvåg, Knut Gaarder
dc.contributor.authorUnderwood, NJ
dc.contributor.authorSchleyer, GK
dc.contributor.authorBørvik, Tore
dc.contributor.authorHopperstad, Odd Sture
dc.date.accessioned2017-11-03T13:30:32Z
dc.date.available2017-11-03T13:30:32Z
dc.date.created2013-03-15T11:12:55Z
dc.date.issued2013
dc.identifier.citationInternational Journal of Impact Engineering. 2013, 53 44-55.nb_NO
dc.identifier.issn0734-743X
dc.identifier.urihttp://hdl.handle.net/11250/2464025
dc.description.abstractThe combined effect of blast and impact loading against protective structures is still not fully understood. In this paper, the motivation is to investigate the combined effect of pressure and fragment loading on steel plates. To simplify the approach, it is assumed that the fragments strike and perforate the flexible target before the pressure load arrives. These perforations are idealized as pre-formed holes of generalized shapes in thin, ductile Docol 600DL steel plates, which are then subjected to controlled pressure pulses in the laboratory. The tests were carried out in a Pulse Pressure Loading Rig, and two different pressure levels were applied for each plate design. After the tests, the deflections caused by the pressure pulses were measured. Even though the plates were much deformed in some of the tests, no sign of failure was observed. Based on a number of material tests, the parameters in the modified Johnson–Cook constitutive relation were identified. Several sets of non-linear finite element simulations of the pressure loading process were then conducted. The agreement between standard Lagrangian simulations and the experimental results was in general good, but the simulations failed to give an accurate description of the deflection around the pre-formed holes. Fully coupled FSI simulations of the experimental tests were then carried out and these simulations demonstrate significant spatial variation of the pressure load. The FSI simulations also showed that this spatial variation of the pressure load influence the deflection profile, especially in the vicinity of the holes.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.titleTransient pressure loading of clamped metallic plates with pre-formed holesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber44-55nb_NO
dc.source.volume53nb_NO
dc.source.journalInternational Journal of Impact Engineeringnb_NO
dc.identifier.doi10.1016/j.ijimpeng.2012.07.013
dc.identifier.cristin1019449
dc.relation.projectNorges forskningsråd: 174834nb_NO
dc.description.localcode© 2012. This is the authors’ accepted and refereed manuscript to the article. 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.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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