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Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns

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Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns

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Ibáñez Usach, C.; Romero, ML.; Hospitaler Pérez, A. (2013). Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns. Engineering Structures. 56:182-193. https://doi.org/10.1016/j.engstruct.2013.05.004

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/51057

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Title: Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns
Author: Ibáñez Usach, Carmen Romero, Manuel L. Hospitaler Pérez, Antonio
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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
Issued date:
Abstract:
This paper presents a fiber beam model for the fire response simulation of concrete filled tubular columns of circular section under concentric axial load. The model consists of two parallel components, one with a circular ...[+]
Subjects: Fire resistance , Concrete filled tubular column , Fiber model , Finite element analysis
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2013.05.004
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2013.05.004
Project ID:
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/
info:eu-repo/grantAgreement/GVA//ACIF%2F2010%2F219/ES/
Thanks:
The authors express their sincere gratitude to Prof. Filip C. Filippou for his comments to the paper. Also to the Spanish "Ministerio de Ciencia e Innovacion" for the help provided through the Project BIA2009-9411; to the ...[+]
Type: Artículo

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