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Fire behaviour of concrete filled elliptical steel columns

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Fire behaviour of concrete filled elliptical steel columns

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Espinós Capilla, A.; Gardner, L.; Romero, ML.; Hospitaler Pérez, A. (2011). Fire behaviour of concrete filled elliptical steel columns. Thin-Walled Structures. 49(2):239-255. doi:10.1016/j.tws.2010.10.008

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/50021

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Title: Fire behaviour of concrete filled elliptical steel columns
Author:
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:
In this work, a non-linear three-dimensional finite element model is presented in order to study the behaviour of axially loaded concrete filled elliptical hollow section (CFEHS) columns exposed to fire. This study builds ...[+]
Subjects: Fire resistance , Composite columns , Concrete filled steel tubes , Elliptical hollow sections , Finite element analysis , Simple calculation model
Copyrigths: Reserva de todos los derechos
Source:
Thin-Walled Structures. (issn: 0263-8231 )
DOI: 10.1016/j.tws.2010.10.008
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.tws.2010.10.008
Thanks:
The authors would also like to acknowledge Universidad Politecnica de Valencia for providing fellowship funding for the first author's stay as a visiting academic at Imperial College London.
Type: Artículo

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