Shear Behavior of High-Strength Bolts Penetrated Through Concrete-Filled Thin-Wall Square Steel Tube Column with Ribs

Journal of South China University of Technology (Natural Science Edition) ›› 2009, Vol. 37 ›› Issue (12): 111-117.

• Architecture & Civil Engineering • Previous Articles Next Articles

Shear Behavior of High-Strength Bolts Penetrated Through Concrete-Filled Thin-Wall Square Steel Tube Column with Ribs

Zhang Yao-chun Gao Jing-feng Yao Qi-yu Wang Hai-ming

School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China

Received:2008-10-28 Revised:2009-04-13 Online:2009-12-25 Published:2009-12-25
Contact: 张耀春（1937-），男，教授，博士生导师，主要从事钢结构研究 E-mail:Ych_Zhang@163．com
About author:张耀春（1937-），男，教授，博士生导师，主要从事钢结构研究．
Supported by:
国家自然科学基金资助项目（50478027）

Abstract

Abstract:

:In order to investigate the shear behaviors of the high-strength bolts penetrating through the concretefilled thin-wall square steel tube column with ribs in non-slip critical connections, four specimens were tested, finding that the adopted connection is capable of transferring the shear force loading on the bolt reliably. The experimental results were then analyzed and a calculation model for the penetrated high-strength bolt was established. Moreover, a formula to calculate the shear resistance of the bolt was put forward by considering the possible failure modes, which was finally used to calculate the shear resistance of the bolt. The calculated results accord well with the experimental ones.

Key words: concrete-filled square steel tube column, rib, high-strength bolt, shear behavior

Zhang Yao-chun Gao Jing-feng Yao Qi-yu Wang Hai-ming . Shear Behavior of High-Strength Bolts Penetrated Through Concrete-Filled Thin-Wall Square Steel Tube Column with Ribs[J]. Journal of South China University of Technology (Natural Science Edition), 2009, 37(12): 111-117.

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Shear Behavior of High-Strength Bolts Penetrated Through Concrete-Filled Thin-Wall Square Steel Tube Column with Ribs

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