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dc.contributor.authorReyes, Aase Gavina Roberg
dc.contributor.authorLangseth, Magnus
dc.contributor.authorHopperstad, Odd Sture
dc.date.accessioned2018-05-07T07:42:46Z
dc.date.available2018-05-07T07:42:46Z
dc.date.created2004-01-15T00:00:00Z
dc.date.issued2003
dc.identifier.citationInternational Journal of Impact Engineering. 2003, 28 1077-1106.nb_NO
dc.identifier.issn0734-743X
dc.identifier.urihttp://hdl.handle.net/11250/2497263
dc.description.abstractThe behavior and energy-absorbing capability of obliquely loaded square thin-walled aluminum columns in alloy AA6060 were studied through quasi-static experiments and FEM-analyses with LS-DYNA. The specimens were clamped at one end and oblique loading conditions were realized by applying a force with different angles to the centerline of the column. The primary variables were load angle, wall thickness and heat treatment of the alloy. The experimental results were compared with the numerical results, and the capacity was compared with Eurocode 9. LS-DYNA was able to predict peak loads with very good accuracy, while the mean loads were conservative compared to the experimental results. Furthermore, the study showed that Eurocode 9 is conservative, and that the moment capacity can be increased for temper T4 and cross-section class 1 and 2. The initial and subsequent failure loci are constructed from experimental and numerical results, and the failure loci shrink for increasing additional rotation from the initial position.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleSquare aluminum tubes subjected to oblique loadingnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber1077-1106nb_NO
dc.source.volume28nb_NO
dc.source.journalInternational Journal of Impact Engineeringnb_NO
dc.identifier.doi10.1016/S0734-743X(03)00045-9
dc.identifier.cristin407650
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2003 by Elseviernb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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