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


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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.



Advanced Materials Research (Volumes 374-377)

Edited by:

Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du




J. F. Wang et al., "Static Experimental Study on Composite Beam with Concrete filled Steel Tubular Truss", Advanced Materials Research, Vols. 374-377, pp. 1680-1684, 2012

Online since:

October 2011




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