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dc.contributor.author | Espinós Capilla, Ana | es_ES |
dc.contributor.author | Ibáñez Usach, Carmen | es_ES |
dc.contributor.author | Romero, Manuel L. | es_ES |
dc.contributor.author | Hospitaler Pérez, Antonio | es_ES |
dc.date.accessioned | 2013-05-13T10:28:39Z | |
dc.date.issued | 2011 | |
dc.identifier.issn | 2040-2317 | |
dc.identifier.uri | http://hdl.handle.net/10251/28770 | |
dc.description.abstract | [EN] In this paper, the behaviour of slender axially loaded square and circular CFT columns exposed to fire is modelled using the finite element analysis package ABAQUS. A realistic sequentially coupled nonlinear thermal-stress analysis is conducted for a series of columns available in the literature. By means of this model, a comparison between fire resistance simulations results and experimental tests found in literature is made. Similarly, simulations results are compared to the Eurocode 4 simplified calculation model predictions. Comparisons show that whereas Eurocode 4 predictions are very conservative for both circular and square section CFT columns, the results obtained from the developed numerical model are much more realistic. | es_ES |
dc.description.sponsorship | The authors express their sincere gratitude to the Spanish “Ministerio de Ciencia e Innovación” for the help provided through the Project BIA2009-9411 and to the European Union through the FEDER funds. | |
dc.language | Inglés | es_ES |
dc.publisher | Multi - Science Publishing | es_ES |
dc.publisher | Emerald | |
dc.relation.ispartof | Journal of Structural Fire Engineering | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Fire resistance | es_ES |
dc.subject | Concrete filled tubular columns | es_ES |
dc.subject | Finite element analysis | es_ES |
dc.subject | Simple calculation model | es_ES |
dc.subject | Eurocode 4 | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.title | Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4 | es_ES |
dc.type | Artículo | es_ES |
dc.embargo.lift | 10000-01-01 | |
dc.embargo.terms | forever | es_ES |
dc.identifier.doi | 10.1260/2040-2317.2.2.67 | |
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. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | 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.; Ibáñez Usach, C.; Romero, ML.; Hospitaler Pérez, A. (2011). Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4. Journal of Structural Fire Engineering. 2(2):67-79. https://doi.org/10.1260/2040-2317.2.2.67 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://www.dx.doi.org/10.1260/2040-2317.2.2.67 | es_ES |
dc.description.upvformatpinicio | 67 | es_ES |
dc.description.upvformatpfin | 79 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 2 | es_ES |
dc.description.issue | 2 | es_ES |
dc.relation.senia | 192053 | |
dc.contributor.funder | Ministerio de Ciencia e Innovación | |
dc.description.references | CIDECT. Twilt, L, Hass, R, Klingsch, W, Edwards, M, Dutta, D. Design guide for structural hollow section columns exposed to fire. CIDECT (Comité International pour le Développement et l'Etude de la Construction Tubulaire). Cologne, Germany: Verlag TÜV Rheinland; 1996. | es_ES |
dc.description.references | Ding, J., & Wang, Y. C. (2008). Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire. Journal of Constructional Steel Research, 64(10), 1086-1102. doi:10.1016/j.jcsr.2007.09.014 | es_ES |
dc.description.references | Hong, S., & Varma, A. H. (2009). Analytical modeling of the standard fire behavior of loaded CFT columns. Journal of Constructional Steel Research, 65(1), 54-69. doi:10.1016/j.jcsr.2008.04.008 | es_ES |
dc.description.references | ABAQUS. ABAQUS/Standard Version 6.6 User's Manual: Volumes I-III. Pawtucket, Rhode Island: Hibbit, Karlsson & Sorenson, Inc.; 2005. | es_ES |
dc.description.references | Grandjean, G, Grimault, JP, Petit, L. Determination de la duree au feu des profiles creux remplis de beton. Convention N°7210 SA/3/302. Resport CIDECT 15B. 1972. | es_ES |
dc.description.references | CEN (European Committee for Standardisation). EN 1994-1-2, Eurocode 4: Design of composite steel and concrete structures, Part 1.2: General rules - Structural fire design. Brussels: CEN; 2005. | es_ES |
dc.description.references | Lie, T. T. (1994). Fire Resistance of Circular Steel Columns Filled with Bar‐Reinforced Concrete. Journal of Structural Engineering, 120(5), 1489-1509. doi:10.1061/(asce)0733-9445(1994)120:5(1489) | es_ES |
dc.description.references | CEN (European Committee for Standardisation). EN 1992-1-2, Eurocode 2: Design of concrete structures, Part 1.2: General rules - Structural fire design. Brussels: CEN; 2004. | es_ES |
dc.description.references | CEN (European Committee for Standardisation). EN 1993-1-2, Eurocode 3: Design of steel structures, Part 1.2: General rules - Structural fire design. Brussels: CEN; 2005. | es_ES |
dc.description.references | ISO (International Standards Organization). ISO 834: Fire resistance tests, elements of building construction. Switzerland: International Standards Organisation; 1980. | es_ES |
dc.description.references | CEN (European Committee for Standardisation). EN 1991-1-2, Eurocode 1: Actions on structures, Part 1.2: General actions - Actions on structures exposed to fire. Brussels: CEN; 2002. | es_ES |
dc.description.references | EN (European Committee for Standardisation). EN 1363-1: Fire resistance tests. Part 1: General requirements. Brussels: CEN; 1999. | es_ES |