Paper Title:
Experimental Study on Behavior of Channel Steel Reinforced Concrete Beam under Pure Torsion
  Abstract

8 channel steel reinforced concrete beams and 1 reinforced concrete beam are tested to study the capacity of channel steel reinforced concrete beam(CSRCB)under pure torque. The failure mode and process of the specimens are observed, And the working mechanism of channel steel skeleton and the concrete are analyzed. It is shown that the concrete strength, stirrup disposition and channel steel have significant effects on the torsional capacity of the beam. The calculation formula for torsional craze torque and ultimate torsional capacity of the CSRCB member are also proposed .

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 5: Monitoring, Evaluation and Reinforcement Technique of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2094-2097
DOI
10.4028/www.scientific.net/AMR.368-373.2094
Citation
R. Ren, J. Y. Xue, Z. P. Chen, Z. L. Mi, "Experimental Study on Behavior of Channel Steel Reinforced Concrete Beam under Pure Torsion", Advanced Materials Research, Vols. 368-373, pp. 2094-2097, 2012
Online since
October 2011
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Price
$32.00
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