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dc.contributor.author | Espinós Capilla, Ana | es_ES |
dc.contributor.author | Romero, Manuel L. | es_ES |
dc.contributor.author | Hospitaler Pérez, Antonio | es_ES |
dc.date.accessioned | 2017-03-31T12:01:58Z | |
dc.date.available | 2017-03-31T12:01:58Z | |
dc.date.issued | 2010-08 | |
dc.identifier.issn | 0143-974X | |
dc.identifier.uri | http://hdl.handle.net/10251/79335 | |
dc.description.abstract | In this work, a nonlinear finite element three-dimensional model is presented and validated in order to study the behaviour of axially loaded concrete filled tubular (CFT) columns with circular cross-section exposed to fire. A realistic sequentially coupled nonlinear thermal-stress analysis is conducted for a series of columns available in the literature. The model is validated by comparing the simulation results with the real fire resistance tests. By means of this model, and extensive sensitivity analysis is performed over a wide range of aspects concerning the finite element modelling of the problem under study, including new key factors not studied previously. Based on this sensitivity analysis several modelling recommendations are given in this paper, which will be useful for future research work. The validated numerical model is furthermore employed to study and discuss the Eurocode 4 Part 1-2 simple calculation model, which is deeply analysed in this paper. | es_ES |
dc.description.sponsorship | The authors express their sincere gratitude to the Spanish "Ministerio de Ciencia e Innovacion" for the help provided through the Project BIA2009-9411 and to the European Union through the FEDER funds. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Journal of Constructional Steel Research | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Finite element analysis | es_ES |
dc.subject | Simple calculation model | es_ES |
dc.subject | Concrete filled tubular column | es_ES |
dc.subject | Fire resistance | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Advanced model for predicting the fire response of concrete filled tubular columns | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.jcsr.2010.03.002 | |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//BIA2009-09411/ES/Comportamiento Resistente Frente A Altas Temperaturas De Perfiles Tubulares De Acero Rellenos De Hormigon De Alta Resistencia/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó | es_ES |
dc.description.bibliographicCitation | Espinós Capilla, A.; Romero, ML.; Hospitaler Pérez, A. (2010). Advanced model for predicting the fire response of concrete filled tubular columns. Journal of Constructional Steel Research. 66(8):1030-1046. https://doi.org/10.1016/j.jcsr.2010.03.002 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.jcsr.2010.03.002 | es_ES |
dc.description.upvformatpinicio | 1030 | es_ES |
dc.description.upvformatpfin | 1046 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 66 | es_ES |
dc.description.issue | 8 | es_ES |
dc.relation.senia | 38818 | es_ES |
dc.contributor.funder | European Commission | es_ES |
dc.contributor.funder | Ministerio de Ciencia e Innovación | es_ES |