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dc.contributor.authorBonilla, Jorge
dc.contributor.authorBezerra, Luciano M.
dc.contributor.authorLarrúa, Rafael
dc.contributor.authorRecarey Morfa, Carlos Alexander
dc.contributor.authorMirambell Arrizabalaga, Enrique
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-05-20T14:39:11Z
dc.date.available2015-05-20T14:39:11Z
dc.date.created2015-04
dc.date.issued2015-04
dc.identifier.citationBonilla, J. [et al.]. Numerical modelling with experimental validation applied to the study of stud connectors behaviour in concrete and steel composite structures. "Revista de ingeniería de construcción (Online)", Abril 2015, vol. 30, núm. 1, p. 53-68.
dc.identifier.issn0718-5073
dc.identifier.urihttp://hdl.handle.net/2117/27986
dc.description.abstractIn this work, the behaviour of stud shear connectors in composite structures is studied, starting from the via numeric simulation of the push out test in a steel beam – with solid concrete slab concrete section is studied. The study considers material non-linearity material of concrete and steel, adopting firstly a bilinear model for both (steel and concrete), and in the second case, to the difference ofdiffering from other authors, the concrete damage plasticity of the concrete. ABAQUS is used to model the push out test. The basis and methodology of the modelmodelling process push out test are explained. The numerical results obtained are in accordance with the experimental results, which . This aspect shows the efficacythat of the finite element method is efficient for the in studying the behaviour of stud shear connector’s behavior. Finally, the capacities of shear connections obtained from the finite element analysis were are compared with to the connection strengths calculated using the American Specification (AISC-LRFD (2005)), European Code (Eurocode 4 (2004)) and Cuban Code (NR-080-2004). It this was is observed that, these specifications over estimate this value (capacities of shear connections) in many cases.
dc.format.extent16 p.
dc.language.isoeng
dc.language.isospa
dc.publisherPontificia Universidad Católica de Chile
dc.rightsAttribution 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshComposite construction--Mathematical models
dc.subject.otherEstructuras compuestas
dc.subject.otherconectores perno
dc.subject.othersimulación numérica
dc.subject.othermétodo de elementos finitos
dc.subject.othermodelo de daño plástico
dc.subject.otherComposite structures
dc.subject.otherstud shear connectors
dc.subject.othernumerical simulation
dc.subject.otherfinite element method
dc.subject.otherconcrete damaged plasticity
dc.titleNumerical modelling with experimental validation applied to the study of stud connectors behaviour in concrete and steel composite structures
dc.typeArticle
dc.subject.lemacMaterials compostos -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.relation.publisherversionhttp://www.ricuc.cl/index.php/ric/article/view/523
dc.rights.accessOpen Access
local.identifier.drac15646034
dc.description.versionPostprint (published version)
local.citation.authorBonilla, J.; Bezerra, L.; Larrúa, R.; Recarey, C.; Mirambell, E.
local.citation.publicationNameRevista de ingeniería de construcción (Online)
local.citation.volume30
local.citation.number1
local.citation.startingPage53
local.citation.endingPage68


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