Show simple item record

dc.contributor.authorFerrer Ballester, Miquel
dc.contributor.authorMarimón Carvajal, Federico
dc.contributor.authorArrayago Luquin, Itsaso
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-03-07T07:59:35Z
dc.date.issued2014
dc.identifier.citationFerrer, M., Marimon, F., Arrayago, I., Mirambell, E. Ferritic stainless steel composite slabs : Experimental study of longitudinal shear transfer. A: European Conference on Steel and Composite Structures. "EUROSTEEL 2014 - 7th European Conference on Steel and Composite Structures". Napoli: 2014, p. 1-6.
dc.identifier.isbn978-92-9147-121-8
dc.identifier.urihttp://hdl.handle.net/2117/83863
dc.description.abstractThe objective of this work is to carry out the procedure described in Eurocode 4 to evaluate the longitudinal shear transfer capability of conventional steel sheeting open-rib profile with embossments, usually rolled in conventional galvanized steel, being rolled now in ferritic stainless steel 1.4003 alloy. Finally, the results of both composite floor slabs are compared. Two methodologies have been used to evaluate the longitudinal shear resistance in composite slabs, the m-k method and the partial connection method. The developed tasks are the following: -Construction and test of 6 slabs using ferritic stainless steel sheeting: 3 short and 3 long span lengths. -Construction and test of 2 slabs using galvanized steel sheeting: 1 short and 1 long span lengths. -Tensile tests of both stainless steel and galvanized sheeting as well as compression tests on concrete. -Determination of the m-k parameters and ultimate shear stress for stainless steel slabs. -Comparison of results between stainless steel and galvanized steel sheeting
dc.format.extent6 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Materials metàl·lics de construcció
dc.subject.lcshSlabs
dc.subject.lcshBuilding, Iron and steel
dc.subject.otherComposite slab
dc.subject.othercold-formed sheeting
dc.subject.otherstainless steel
dc.subject.otherlongitudinal slip
dc.subject.othershear transfer
dc.titleFerritic stainless steel composite slabs : Experimental study of longitudinal shear transfer
dc.typeConference report
dc.subject.lemacLloses
dc.subject.lemacConstruccions metàl·liques
dc.contributor.groupUniversitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac16949148
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorFerrer, M.; Marimon, F.; Arrayago, I.; Mirambell, E.
local.citation.contributorEuropean Conference on Steel and Composite Structures
local.citation.pubplaceNapoli
local.citation.publicationNameEUROSTEEL 2014 - 7th European Conference on Steel and Composite Structures
local.citation.startingPage1
local.citation.endingPage6


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder