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dc.contributor.authorCasafont Ribera, Miguel
dc.contributor.authorPastor Artigues, María Magdalena
dc.contributor.authorRoure Fernández, Francisco
dc.contributor.authorBonada Bo, Jordi
dc.contributor.authorPeköz, Teoman
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2012-05-11T08:36:10Z
dc.date.created2012-04-11
dc.date.issued2012-04-11
dc.identifier.citationCasafont, M. [et al.]. An investigation on the design of steel storage rack columns via the direct strength method. "Journal of structural engineering (ASCE)", 11 Abril 2012.
dc.identifier.issn0733-9445
dc.identifier.urihttp://hdl.handle.net/2117/15826
dc.description.abstractThe paper presents an attempt to predict the load carrying capacity of perforated rack columns by means of the Direct Strength Method (DSM). The investigation is focused on two different issues: the prediction of the elastic buckling loads of members with multiple perforations, and the evaluation of the accuracy of the current DSM buckling curves when applied to rack columns. In relation to the first issue, a model for the calculation of the reduced thickness of the perforated strip to be used in finite strip buckling analysis is developed. Regarding the study of the DSM curves, it is demonstrated that they can be used to accurately determine the strength of rack cross-sections whose failure is governed by distortional buckling or global buckling (with no significant participation of local buckling). This is an interesting result because it will allow substituting the distortional buckling tests, that are currently carried out in the process of design of these columns, by a simple and easy to apply calculation procedure.
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria dels materials
dc.titleAn investigation on the design of steel storage rack columns via the direct strength method
dc.typeArticle
dc.subject.lemacConstruccions metàl·liques
dc.contributor.groupUniversitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0000620
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSENXX000001000001000472000001&idtype=cvips&doi=10.1061/%28ASCE%29ST.1943-541X.0000620&prog=normal
dc.rights.accessRestricted access - publisher's policy
drac.iddocument10364845
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorCasafont, M.; Pastor, M.; Roure, F.; Bonada, J.; Peköz, T.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameJournal of structural engineering (ASCE)


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Except where otherwise noted, content on this work is licensed under a Creative Commons license: Attribution-NonCommercial-NoDerivs 3.0 Spain