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dc.contributor.authorSaliba, Najib
dc.contributor.authorReal, E.
dc.contributor.authorGardner, Leroy
dc.date.accessioned2014-05-14T10:35:41Z
dc.date.created2014-02-01
dc.date.issued2014-02-01
dc.identifier.citationSaliba, N.; Real, E.; Gardner, L. Shear design recommendations for stainless steel plate girders. "Engineering structures", 01 Febrer 2014, vol. 59, p. 220-228.
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/2117/22979
dc.description.abstractThe behaviour and design of stainless steel plate girders loaded in shear is investigated in this paper. A review of existing methods for the design of stainless steel plate girders, including codified provisions, is first presented. A database of thirty-four experiments carried out on austenitic, duplex and lean duplex stainless steel plate girders is then reported, and used to assess the current shear resistance design equations from Eurocode 3: Part 1.4 and Eurocode 3: Part 1.5 and the recent proposals from the literature. The comparisons clearly indicate that the design provisions of Eurocode 3: Part 1.4 are conservative and that improved results can be achieved by applying Eurocode 3: Part 1.5 and the proposed expressions of Estrada et al. However, yet further improvements are possible and, based on the available structural performance data, revised design expressions for the calculation of the ultimate shear capacity of stainless steel plate girders suitable for incorporation into future revisions of Eurocode 3: Part 1.4 have been proposed and statistically verified. Unlike the current provisions of Eurocode 3: Part 1.4, the design rules proposed herein differentiate between rigid and non-rigid end posts, and, offer enhancements in shear buckling capacity of around 10%. (C) 2013 Elsevier Ltd. All rights reserved.
dc.format.extent9 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.lcshStainless steel
dc.subject.otherDesign methods
dc.subject.otherEurocode 3
dc.subject.otherExperimental data
dc.subject.otherPlate girders
dc.subject.otherReliability analysis
dc.subject.otherRigid and non-rigid end post
dc.subject.otherRotated stress field method
dc.subject.otherShear buckling
dc.subject.otherStainless steel
dc.subject.otherTesting
dc.subject.otherUltimate shear capacity
dc.subject.otherNONRIGID END POST
dc.subject.otherGENERAL BEHAVIOR
dc.subject.otherSTRENGTH
dc.titleShear design recommendations for stainless steel plate girders
dc.typeArticle
dc.subject.lemacAcer inoxidable
dc.identifier.doi10.1016/j.engstruct.2013.10.016
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0141029613004768#
dc.rights.accessRestricted access - publisher's policy
drac.iddocument14120222
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorSaliba, N.; Real, E.; Gardner, L.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameEngineering structures
upcommons.citation.volume59
upcommons.citation.startingPage220
upcommons.citation.endingPage228


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