Experimental Behavior of Concrete-Filled Square Steel Tube of Mid and Long Columns Subjected to Eccentric Compression

Bin Wang

doi:10.4028/www.scientific.net/AMR.255-260.118

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Experimental Behavior of Concrete-Filled Square...

Experimental Behavior of Concrete-Filled Square Steel Tube of Mid and Long Columns Subjected to Eccentric Compression

Abstract:

This paper presents an experimental investigation of the mechanic behavior of 9 concrete-filled square steel tube columns (CFSST) subjected to eccentric loading. The primary parameters of the specimens are eccentricity ratios, slenderness ratios and concrete strength. The results showed that the eccentricity ratios and slenderness ratios are the primary factors to influence the load-bearing capacity of CFSST columns, with the increase of eccentricity ratios and slenderness ratios, the limit load-bearing capacity reduced gradually. The influence of concrete strength to load-bearing capacity decreased gradually with the increase of eccentricity ratios and slenderness ratios.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

118-122

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.118

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Online since:

May 2011

Authors:

Bin Wang

Keywords:

Concrete Filled Square Steel Tube (CFST), Concrete Strength, Eccentricity Ratios, Long Column, Mid Columns, Slenderness Ratio

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References

[1] S.T. Zhong, in: The Concrete-Filled Steel Tub Structure (Third Edition), edited by Tsinghua Press, Beijing (2003).

Google Scholar

[2] L.H. Han, B. Lin: Character and development of high strength concrete-filled steel tubes, Steel Structure 1991; 43(1): 38-44

Google Scholar

[3] S.T. Zhong, in: CFST High Rise Building, Heilongjiang, edited by Heilongjiang Science &Technology Press, Heilongjiang (1999).

Google Scholar

[4] Z.G. Zhang, M.S. Zuo: The basic behavior research on Concrete-filled square steel tube short columns subjected to the static load, Journal of of Zhengzhou University (Engineering Science) 1985; 2.

Google Scholar

[5] L.H. Han, S.T. Zhong, in: Mechanics Of Concrete-Filled Tube, edited by Dalian University Of Technology Press, Dalian (1996)

Google Scholar

[6] L.H. Han, in: The Concrete-Filled Steel Tub Structure, edited by Science Press, Beijing (2004)

Google Scholar

[7] Z. Tao: Mechanical research on key points of concrete-filled square steel tube members, the dissertation submitted to Harbin Institute of Technology for degree of Doctor of Philosophy 2001.

Google Scholar

[8] S.M. Zhang, L.H. Guo, Y.Y. Wang, H. Tian: Experimental research and theoretical analysis of high strength concrete- filled square hollow section steel tubes subjected to eccentric loading, Journal of Building Structure 2004; 25(1).

Google Scholar