Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs: Fid-Bau Portal

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Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs

Lam, D. / Fu, F.

This paper is concerned with the behaviour of beam — column connections of steel — concrete composite beams with precast hollow core slabs. Experiments were carried out to investigate the joint rotation characteristics and ultimate moment capacity of these connections. Details of the test specimens, instrumentation, test set-up and test procedures are described. Results obtained for the connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these simple steel connections display the characteristics of a semi-rigid connection with very little extra cost.

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Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs

Lam, D. / Fu, F.

This paper is concerned with the behaviour of beam — column connections of steel — concrete composite beams with precast hollow core slabs. Experiments were carried out to investigate the joint rotation characteristics and ultimate moment capacity of these connections. Details of the test specimens, instrumentation, test set-up and test procedures are described. Results obtained for the connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these simple steel connections display the characteristics of a semi-rigid connection with very little extra cost.

Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs

Lam, D. / Fu, F.

This paper is concerned with the behaviour of beam — column connections of steel — concrete composite beams with precast hollow core slabs. Experiments were carried out to investigate the joint rotation characteristics and ultimate moment capacity of these connections. Details of the test specimens, instrumentation, test set-up and test procedures are described. Results obtained for the connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these simple steel connections display the characteristics of a semi-rigid connection with very little extra cost.

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Title:

Behaviour of Semi-Rigid Composite Beam – Column Connections with Steel Beams and Precast Hollow Core Slabs

Contributors:

Lam, D. (author) / Fu, F. (author)

Conference:

Fifth International Conference on Composite Construction in Steel and Concrete ; 2004 ; Kruger National Park, Berg-en-Dal, Mpumalanga, South Africa

Published in:

Composite Construction in Steel and Concrete V ; 443-454

Publication date:

2006-02-03

ISBN:

DOI:

https://doi.org/10.1061/40826(186)42

Type of media:

Conference paper

Type of material:

Electronic Resource

Language:

English

Keywords:

Steel , Connections , Slabs , Concrete , Composite beams , Composite columns , Composite structures , Steel beams

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