Modelización de vigas mixtas con interacción imperfecta

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/122427

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.contributor	Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.contributor.author	Caus, Ricard
dc.contributor.author	Lozano Galant, José Antonio
dc.contributor.author	Mirambell Arrizabalaga, Enrique
dc.contributor.author	Xu, Dong
dc.contributor.author	Turmo Coderque, José
dc.date	2018-05
dc.identifier.citation	Caus, 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.citation	0439-5689
dc.identifier.citation	https://www.researchgate.net/publication/319672295_Modelizacion_de_vigas_mixtas_con_interaccion_imperfecta
dc.identifier.citation	10.1016/j.hya.2017.07.003
dc.identifier.uri	http://hdl.handle.net/2117/122427
dc.language.iso	eng
dc.relation	https://www.sciencedirect.com/science/article/pii/S0439568917300712
dc.rights	Attribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject	Composite construction--Mathematical models
dc.subject	Interacción parcial
dc.subject	Modelo de elementos finitos bidiamensional
dc.subject	Viga mixta
dc.subject	Estructures mixtes -- Models matemàtics
dc.title	Modelización de vigas mixtas con interacción imperfecta
dc.type	info:eu-repo/semantics/submittedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	In 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.description.abstract	Peer Reviewed

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