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dc.contributor.authorRoure Fernández, Francisco
dc.contributor.authorPeköz, Teoman
dc.contributor.authorSomalo Coarasa, María Rosa
dc.contributor.authorBonada Bo, Jordi
dc.contributor.authorPastor Artigues, María Magdalena
dc.contributor.authorSegura Torres, Amadeu
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2020-10-01T10:10:30Z
dc.date.issued2019-08-01
dc.identifier.citationRoure, F. [et al.]. Cross-aisle stiffness analysis of industrial welded cold-formed steel rack upright frames. "Thin-walled structures", 1 Agost 2019, vol. 141, p. 322-344.
dc.identifier.issn0263-8231
dc.identifier.urihttp://hdl.handle.net/2117/329623
dc.description.abstractIn general, industrial cold-formed steel pallet racks consist of upright frames and pallet beams. In the United States, typically, the upright frames are made welding the braces to the uprights. If the brace to upright joints are considered as rigid joints, the stiffness of welded upright frames in the cross-aisle direction obtained numerically is very different from the stiffness obtained experimentally (up to 300% higher). A method is proposed to improve the accuracy of the numerical determination of the stiffness of the frames, by taking into account the semi-rigid behaviour of the brace to upright joints. The semi-rigid behaviour of the joints is analysed experimentally and by simulation with finite elements. The method proposed uses linear behaviour approximation of the frame, and obtains a numerical stiffness that differs only by 10% of the experimental stiffness
dc.format.extent23 p.
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.subject.lcshThin-walled structures
dc.titleCross-aisle stiffness analysis of industrial welded cold-formed steel rack upright frames
dc.typeArticle
dc.subject.lemacEstructures de paret prima
dc.contributor.groupUniversitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
dc.identifier.doi10.1016/j.tws.2019.04.041
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0263823118311467
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac24473698
dc.description.versionPostprint (author's final draft)
dc.date.lift2021-08
local.citation.authorRoure, F.; Peköz, T.; Somalo, MR.; Bonada, J.; Pastor, M.M.; Segura, A.
local.citation.publicationNameThin-walled structures
local.citation.volume141
local.citation.startingPage322
local.citation.endingPage344


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