Behaviour of Composite Beam of CFST Truss with Diagonal Web Members

Jing Feng Wang; Zhong Ming Zheng; Zu Lie Wu; Jie Zhou

doi:10.4028/www.scientific.net/AMR.446-449.414

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Behaviour of Composite Beam of CFST Truss with...

Behaviour of Composite Beam of CFST Truss with Diagonal Web Members

Abstract:

This paper presents the results of an experimental program for a novel composite beam of concrete-filled steel tube (CFST) truss with diagonal web members. This paper investigated the static performance and failure modes of the composite beam. Load-deformation relationships and deflection regulation of the test beam were obtained and its performance was evaluated in terms of its stiffness and bearing capacity. The strain distribution within critical components was also analyzed. The experimental results showed that the composite beam of CFST truss with diagonal web members has high strength and ductility performance. It markedly improves the stiffness and strength of the composite beam of CFST truss with straight web members

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

414-417

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.414

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Online since:

January 2012

Authors:

Jing Feng Wang, Zhong Ming Zheng, Zu Lie Wu, Jie Zhou

Keywords:

Composite Beam, Concrete-Filled Steel Tube (CFST), Diagonal Web Member, Experiment, Truss

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References

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