Experimental Study on Behavior of Channel Steel Reinforced Concrete Beam under Pure Torsion-Reference-Cited by-同舟云学术

Experimental Study on Behavior of Channel Steel Reinforced Concrete Beam under Pure Torsion

Published:2011-10 Issue: Volume:368-373 Page:2094-2097
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Ren Rui¹,Xue Jian Yang²,Chen Zong Ping³,Mi Ze Long¹

Affiliation:

1. Xi’an University of Architecture and Technology

2. Xi’an University of Architectrue and Technology

3. Guangxi University

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 .

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.368-373.2094.pdf

Reference5 articles.

1. YB9082-2006, Technical Specifications for Steel Reinfored Concrete Structures. the Metallurgical Industry Press, (2006).

2. JGJ138-2001, Technical Specifications for Steel reinforced concrete composite structures. China Architecture and Building Press , (2001).

3. Shaowei HU. Composite wrest resistant analysis and design. People Jiaotong Press, (2005).

4. Dunshu HONG. Pure torque under the action of rectangular cross-section reinforced concrete specimens of experiments [J]. Journal of Fuzhou University, (1981).

5. Jiping HAO, Weihui ZHONG. Thin members under bending and torsion. Higher Education Press, (2006).

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