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dc.contributor.authorLauwens, Kathleen
dc.contributor.authorJonas, Douchy
dc.contributor.authorFortan, Maarten
dc.contributor.authorArrayago Luquin, Itsaso
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.authorVan Gysel, Ann
dc.contributor.authorRossi, Barbara
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-09-26T13:52:05Z
dc.date.issued2017
dc.identifier.citationLauwens, K., Jonas, D., Fortan, M., Arrayago, I., Mirambell, E., Van Gysel, A., Rossi, B. Experimental study of ferritic stainless steel composite slabs. A: European Conference on Steel and Composite Structures. "ce/papers, volume 1, Issue 2-3, September 2017". Copenhague: Wilhelm Ernst & Sohn, 2017, p. 1909-1918.
dc.identifier.isbn2509-7075
dc.identifier.urihttp://hdl.handle.net/2117/108024
dc.description.abstractSteel-concrete composite floors are commonly used in construction due to their favourable weightto- depth ratio and erection time. Typically, concrete is poured onto a galvanised steel deck acting as formwork. However in case of floors exposed to corrosive environments, stainless steel is likely to be chosen over galvanised steel. Besides its better corrosion resistance, stainless steel also offers desirable aesthetic appearance and good mechanical properties. Composite slabs can fail in bending, vertical shear or longitudinal shear. The latter failure mode is the most common, and its prediction depends on values obtained through full-scale tests. However, for stainless steel decks, no specific treatment exists in current design standards. This paper investigates the longitudinal shear resistance of stainless steel composite slabs through an experimental study. One short and three long span slabs, made using a Cofraplus 60 ferritic EN1.4003 stainless steel corrugated deck, are tested in accordance with Eurocode 4, annex B.3 [1]. The Partial Shear Connection (PSC) method is used to assess the longitudinal shear resistance. The experimental results together with the results provided in [2] are used to draw conclusions on the applicability of ferritic stainless steel decks in composite floors.
dc.format.extent10 p.
dc.language.isoeng
dc.publisherWilhelm Ernst & Sohn
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshFerritic steel--Testing
dc.subject.otherferritic stainless steel
dc.subject.othercomposite floors
dc.subject.otherlongitudinal shear resistance
dc.titleExperimental study of ferritic stainless steel composite slabs
dc.typeConference report
dc.subject.lemacAcer ferrític
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1002/cepa.235
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://onlinelibrary.wiley.com/doi/10.1002/cepa.235/full
dc.rights.accessRestricted access - publisher's policy
drac.iddocument21548954
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorLauwens, K.; Jonas, D.; Fortan, M.; Arrayago, I.; Mirambell, E.; Van Gysel, A.; Rossi, B.
upcommons.citation.contributorEuropean Conference on Steel and Composite Structures
upcommons.citation.pubplaceCopenhague
upcommons.citation.publishedtrue
upcommons.citation.publicationNamece/papers, volume 1, Issue 2-3, September 2017
upcommons.citation.startingPage1909
upcommons.citation.endingPage1918


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