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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Analysis for Pure Bending Performance of Circular...

Analysis for Pure Bending Performance of Circular Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete

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Abstract:

This paper is about a new steel tubular columns filled with concrete.

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Civil, Structural and Environmental Engineering III

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1031-1034

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1031

Citation:

Cite this paper

Online since:

December 2014

Authors:

Ping Guan*, Lan Xiang Chen

Keywords:

Flexural Behavior, High-Strength Concrete (HSC), Pure Bending Capacity, Steel Tube, Steel-Reinforced

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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* - Corresponding Author

[1] Dazhou Zhao. Study on the mechanical properties of axially loaded steel tubular columns filled with steel-reinforced high-strength concrete. PhD Thesis of Dalian University of Technology(2003), pp.1-66. (In Chinese).

[2] Ping Guan, Qingxiang Wang, Zhao Dazhou. Experimental research on mechanical behavior of bending circular steel tube columns filled with steel-reinforced concrete[J]. Earthquake engineering and engineering vibration, 2003, 23(2), 57-60. (In Chinese).

[3] Xiao Liu, Lianguang Wang, Bing Wang. Flexural member of steel tube filled with steel-reinforced high-strength concrete[J]. Journal of Harbin institute of technology, 2010, 42(10): 1651–1655. (In Chinese).

[4] Faxing Ding, Zhiwu Yu. Pure bending properties of self-compacting concrete filled circular steel tube[J]. Journal of Transportation Engineering, 2006, 6(1): 63-68. (In Chinese).

[5] Linhai Han, zhong Tao. Adanced composite and Mixed Structures Testing, Theory and Design Approach[M]. China Science Press, 2009. (In Chinese).