Chapter
Feb 22, 2016
Numerical Investigation of the Behaviour of Steel Beams in Steel-Concrete Composite Frames
Authors: Naveed Iqbal [email protected], Marko Pavlovic [email protected], Milan Veljkovic [email protected], Tim Heistermann [email protected], Fernanda Lopes [email protected], Aldina Santiago [email protected], and Luís Simões da Silva [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete VII
Abstract
The methods proposed by the design codes for single member design in fire situation assume that these members are isolated in their response. The real response of structural members such as beams is, however, more complex due to thermal expansion and the presence of restraints against this expansion by the surrounding structure. It is therefore imperative to study the response of structure at high temperature in a way which includes its interaction with its surroundings such as in a full-scale fire test and in numerical analysis. This paper focuses on the numerical investigation of steel beams, with a concrete slab and connected to concrete filled tubular (CFT) columns through reverse channel connections. The finite element software ABAQUS has been used in this study. The aim of the investigation is to study the behaviour of the composite steel-concrete beam exposed to increasing temperature in fire.
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Composite Construction in Steel and Concrete VII
Pages: 199 - 213
Copyright
© 2016 American Society of Civil Engineers.
History
Published online: Feb 22, 2016
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Dept. of Civil Engineering, Univ. of Belgrade, Serbia; presently, Division of Structural and Construction Engineering, Luleå Univ. of Technology, Luleå SE-97187, Sweden. E-mail: [email protected]
Dept. of Civil Engineering, Univ. of Belgrade, Serbia; presently, Division of Structural and Construction Engineering, Luleå Univ. of Technology, Luleå SE-97187, Sweden (corresponding author). E-mail: [email protected]
Dept. of Civil Engineering, Univ. of Belgrade, Serbia; presently, Division of Structural and Construction Engineering, Luleå Univ. of Technology, Luleå SE-97187, Sweden. E-mail: [email protected]
Dept. of Civil Engineering, Univ. of Belgrade, Serbia; presently, Division of Structural and Construction Engineering, Luleå Univ. of Technology, Luleå SE-97187, Sweden. E-mail: [email protected]
ISISE – Dept. of Civil Engineering, Univ. of Coimbra, Coimbra 3030-788, Portugal. E-mail: [email protected]
ISISE – Dept. of Civil Engineering, Univ. of Coimbra, Coimbra 3030-788, Portugal. E-mail: [email protected]
ISISE – Dept. of Civil Engineering, Univ. of Coimbra, Coimbra 3030-788, Portugal. E-mail: [email protected]
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