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dc.contributoren-US
dc.creatorBonilla Rocha, Jorge Douglas; Department of Mathematics, University of Ciego de Ávila.
dc.creatorM. Bezerra, Luciano; University of Brasília, Brazil.
dc.creatorLarrúa Quevedo, Rafael; University of Camagüey, Cuba.
dc.creatorRecarey Morfa, Carlos Alexander; Central University of Las Villas, Cuba
dc.creatorMirambell Arrizabalaga, Enrique; Polytechnic University of Catalunya, Spain.
dc.date2015-12-01
dc.date.accessioned2019-05-03T12:19:28Z
dc.date.available2019-05-03T12:19:28Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/546
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/83732
dc.descriptionThis work presents an FE study concerning the prediction of the shearresistance of headed stud connectors in composite beams with profiledsteel sheeting subjected to static load. To confirm the FE simulation forthe determination of the shear resistance of stud connectors, manyexperimental push-out tests whose results are available in the literaturewere used as a database. The FE simulations took into account theinfluence of many physical and mechanical parameters that affect theshear resistance of the stud connectors and such parameters are reportedin the course of this paper. The prediction of the shear resistance ofsuch studs is also calculated from currently used Standards, such as:AISC-LRFD and Eurocode-4. This research proposes new formulationsfor the prediction of the shear resistance and the results show that theproposed formulations significantly improve the prediction of the shearresistance of headed stud connectors subjected to static load.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/546/119
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/downloadSuppFile/546/100
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/downloadSuppFile/546/101
dc.sourceRevista de la Construcción. Journal of Construction; Vol 14, No 3 (2015): Revista de la Construcción. Journal of Construction; 45 - 52en-US
dc.source0718-915X
dc.source0717-7925
dc.titleStudy of studs shear connectors behaviour in composite beams with profiled steel sheetingen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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