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Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4

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Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4

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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

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Título: Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4
Autor: Espinós Capilla, Ana Ibáñez Usach, Carmen Romero, Manuel L. Hospitaler Pérez, Antonio
Entidad UPV: 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
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
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Fecha difusión:
Resumen:
[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 ...[+]
Palabras clave: Fire resistance , Concrete filled tubular columns , Finite element analysis , Simple calculation model , Eurocode 4
Derechos de uso: Reserva de todos los derechos
Fuente:
Journal of Structural Fire Engineering. (issn: 2040-2317 )
DOI: 10.1260/2040-2317.2.2.67
Editorial:
Multi - Science Publishing
Emerald
Versión del editor: http://www.dx.doi.org/10.1260/2040-2317.2.2.67
Código del Proyecto:
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/
Agradecimientos:
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.
Tipo: Artículo

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.

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

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 [+]
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.

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

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

ABAQUS. ABAQUS/Standard Version 6.6 User's Manual: Volumes I-III. Pawtucket, Rhode Island: Hibbit, Karlsson & Sorenson, Inc.; 2005.

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.

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.

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)

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.

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.

ISO (International Standards Organization). ISO 834: Fire resistance tests, elements of building construction. Switzerland: International Standards Organisation; 1980.

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.

EN (European Committee for Standardisation). EN 1363-1: Fire resistance tests. Part 1: General requirements. Brussels: CEN; 1999.

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