¿Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs.

Description

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.

Links & Downloads

1. Lam, D. and Fu, F. (2006). Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs. In: Composite Construction in Steel and Concrete V. [Proceedings of the fifth international conference on Composite Construction in Steel and Concrete, held in Kruger National Park, South Africa, July 18-23, 2004]. American Society of Civil Engineers. pp. 443-454
2. http://hdl.handle.net/10454/5777
3. https://doi.org/10.1061/40826(186)42

Tags

Beam - column connections

Steel - concrete composite beams

Precast hollow core slabs

Joint rotation characteristics

Moment capacity

Additional Fields

Identifer	oai:union.ndltd.org:BRADFORD/oai:bradscholars.brad.ac.uk:10454/5777
Date	January 2006
Creators	Lam, Dennis, Fu, F.
Source Sets	Bradford Scholars
Language	English
Detected Language	English
Type	Article, published version paper