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dc.contributor.authorCaus, Ricard
dc.contributor.authorLozano Galant, José Antonio
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.authorXu, Dong
dc.contributor.authorTurmo Coderque, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-10-16T16:48:39Z
dc.date.issued2018-05
dc.identifier.citationCaus, R., Lozano-Galant, J. A., Mirambell, E., Xu, D., Turmo, J. Modelización de vigas mixtas con interacción imperfecta. "Hormigón y acero", Maig 2018, vol. 69, núm. 285, p. 169-175.
dc.identifier.issn0439-5689
dc.identifier.otherhttps://www.researchgate.net/publication/319672295_Modelizacion_de_vigas_mixtas_con_interaccion_imperfecta
dc.identifier.urihttp://hdl.handle.net/2117/122427
dc.description.abstractIn most composite beams, the concrete and steel connection is flexible to some extent. For this reason, a relative slip always appears at the interface. This slip is of primary importance because it affects both the deflections and the stresses in the beam. To simulate this phenomenon, a two-dimensional finite element based on frame elements model is proposed. The main advantage of this model is its easy interpretation of the results and its applicability on design practice. To validate the accuracy of the proposed model, this has been verified against those results obtained by analytical equations available in the literature for different loading cases.
dc.format.extent7 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 civil::Materials i estructures
dc.subject.lcshComposite construction--Mathematical models
dc.subject.otherInteracción parcial
dc.subject.otherModelo de elementos finitos bidiamensional
dc.subject.otherViga mixta
dc.titleModelización de vigas mixtas con interacción imperfecta
dc.typeArticle
dc.subject.lemacEstructures mixtes -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.1016/j.hya.2017.07.003
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0439568917300712
dc.rights.accessRestricted access - publisher's policy
drac.iddocument23388711
dc.description.versionPostprint (author's final draft)
dc.date.lift2020-06-01
upcommons.citation.authorCaus, R., Lozano-Galant, J. A., Mirambell, E., Xu, D., Turmo, J.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameHormigón y acero
upcommons.citation.volume69
upcommons.citation.number285
upcommons.citation.startingPage169
upcommons.citation.endingPage175


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