Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
1680-1684
DOI
10.4028/www.scientific.net/AMR.374-377.1680
Citation
J. F. Wang, B. Wang, Z. M. Zheng, "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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Price
$32.00
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