Show simple item record

dc.contributor.authorAune, Vegard
dc.contributor.authorFagerholt, Egil
dc.contributor.authorLangseth, Magnus
dc.contributor.authorBørvik, Tore
dc.date.accessioned2017-09-25T13:49:19Z
dc.date.available2017-09-25T13:49:19Z
dc.date.created2016-11-14T20:54:09Z
dc.date.issued2016
dc.identifier.citationInternational Journal of Protective Structures. 2016, 7 (3), 340-366.nb_NO
dc.identifier.issn2041-4196
dc.identifier.urihttp://hdl.handle.net/11250/2456592
dc.description.abstractThis study evaluates the performance of a new shock tube facility used to produce blast loading in controlled laboratory environments. The facility was found to generate a planar shock wave over the tube cross section by measuring the pressure distribution on a massive steel plate located at the end of the tube. The properties of the shock wave proved to be a function of driver length and driver pressure, and the positive phase of the measured pressure–time histories was similar to those generated from actual far-field explosive detonations. However, the shock tube is also suited to investigate fluid–structure interaction effects and the behaviour of materials in blast events. This was demonstrated using a three-dimensional digital image correlation technique to measure the deformation field of thin steel plates. Synchronization of the three-dimensional digital image correlation and pressure measurements enabled a thorough investigation of the entire experiment and identification of fluid–structure interaction effects. Finally, one-dimensional numerical simulations were performed to investigate the wave patterns during the experiments.nb_NO
dc.language.isoengnb_NO
dc.publisherMulti-Science Publishingnb_NO
dc.titleA shock tube facility to generate blast loading on structuresnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber340-366nb_NO
dc.source.volume7nb_NO
dc.source.journalInternational Journal of Protective Structuresnb_NO
dc.source.issue3nb_NO
dc.identifier.doi10.1177/2041419616666236
dc.identifier.cristin1400379
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcode© The Author(s) 2016nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record