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dc.contributor.authorBonilla, Jorge
dc.contributor.authorBezerra, Luciano M.
dc.contributor.authorLarrúa Quevedo, Rafael
dc.contributor.authorRecarey Morfa, Carlos Alexander
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-03-16T16:17:30Z
dc.date.available2016-03-16T16:17:30Z
dc.date.issued2015-12
dc.identifier.citationBonilla, J., Bezerra, L., Larrúa, R., Recarey, C., Mirambell, E. Study of stud shear connectors behaviour in composite beams with profiled steel sheeting. "Revista de la construcción", Desembre 2015, vol. 14, núm. 3, p. 47-54.
dc.identifier.issn0717-7925
dc.identifier.urihttp://hdl.handle.net/2117/84535
dc.description.abstractThis work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the determination of the shear resistance of stud connectors, many experimental push-out tests whose results are available in the literature were used as a database. The FE simulations took into account the influence of many physical and mechanical parameters that affect the shear resistance of the stud connectors and such parameters are reported in the course of this paper. The prediction of the shear resistance of such studs is also calculated from currently used Standards, such as: AISC-LRFD and Eurocode-4. This research proposes new formulations for the prediction of the shear resistance and the results show that the proposed formulations significantly improve the prediction of the shear resistance of headed stud connectors subjected to static load.
dc.format.extent8 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshComposite construction--Testing
dc.subject.othercomposite structures
dc.subject.othershear studs
dc.subject.othershear connectors
dc.subject.othersteel deck slab
dc.subject.othercomposite beam
dc.titleStudy of stud shear connectors behaviour in composite beams with profiled steel sheeting
dc.typeArticle
dc.subject.lemacMaterials compostos -- Mètodes de simulació
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.4067/S0718-915X2015000300006
dc.relation.publisherversionhttp://www.scielo.cl/scielo.php?script=sci_abstract&pid=S0718-915X2015000300006&lng=pt&nrm=iso
dc.rights.accessOpen Access
drac.iddocument17657500
dc.description.versionPostprint (published version)
upcommons.citation.authorBonilla, J., Bezerra, L., Larrúa, R., Recarey, C., Mirambell, E.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameRevista de la construcción
upcommons.citation.volume14
upcommons.citation.number3
upcommons.citation.startingPage47
upcommons.citation.endingPage54


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