Paper Title:
Study on Mechanical Performances of Steel Truss Reinforced Concrete Transfer Beam
  Abstract

Experimental researches of one 1:6 scale steel truss reinforced concrete (STRC) transfer beam were carried out to investigate mechanical performances of a transfer beam under vertical loads in an actual tall building. The development of crack along the beam, strains of reinforcements and steel truss, and the force transference mechanism of the deep beam were analyzed. Experimental results showed that the bearing capacity and rigidity of the STRC transfer beam are significantly enhanced compared with normal RC transfer beam. The strut-and-tie force transference mechanism is formed in the STRC transfer beam and fully made use of by the STRC transfer beam. And results verified that the shortest and most direct force transference path can be achieved to transfer upper loads.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
299-302
DOI
10.4028/www.scientific.net/AMR.368-373.299
Citation
Y. Wu, C. Yang, G. X. Li, C. M. Zhang, "Study on Mechanical Performances of Steel Truss Reinforced Concrete Transfer Beam", Advanced Materials Research, Vols. 368-373, pp. 299-302, 2012
Online since
October 2011
Export
Price
$32.00
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