Static Experimental Study on Composite Beam with Concrete filled Steel Tubular Truss

Jing Feng Wang; Bo Wang; Zhong Ming Zheng

doi:10.4028/www.scientific.net/AMR.374-377.1680

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Structural Design of Shenzhen Stock Exchange Plaza
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Study on the Spirit of Place and the Spatial Representation of Traditional Settlement – Taking Shanghai Xinchang Old Town as Example
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 374-377Static Experimental Study on Composite Beam with...

Static Experimental Study on Composite Beam with Concrete filled Steel Tubular Truss

Abstract:

To research the mechanical behaviour of the novel composite beam with concrete filled steel tubular (CFST) truss, an experimental study of simple composite beam subjected to monotonic loading is described. A test program was developed to investigate failure models and working mechanism of the typed composite structure. Load-deformation curves, deflection regulation, strain distribution of beam were analyzed and asserted. The experimental and analytic results show that the typed composite beam has high strength, excellent ductility, and torsion performance. It can be used the large span bridges and high rise buildings.

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Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

1680-1684

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.374-377.1680

Citation:

Cite this paper

Online since:

October 2011

Authors:

Jing Feng Wang, Bo Wang, Zhong Ming Zheng

Keywords:

Composite Beam, Concrete Filled Steel Tubular (CFST), Load-Deformation Curve, Monotonic Loading, Truss

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