Experimental Study on Concrete-Filled Steel Tubular with External Octagon Steel Tube and Inner Circle PVC-U Pipe under Axial Compression

Article Preview

Abstract:

An investigation of the octagon-shaped concrete-filled double skin steel tubular columns which used PVC-U pipe to replace the steel tube as inner tube was carried out. In order to study the performances and mechanisms of the components when suffered axial load, ultimate axial bearing capacities of 9 components were tested. The cross-sectional size of the outer steel tube and inner PVC-U pipe and length of the specimen was concerned by the nominal steel ratio and the hollow ratio and slenderness ratio, respectively. The external steel tube and core concrete appeared three and four types of destruction phenomenons, respectively, but the inner PVC-U pipe did not destroy. Finally, experimental results and numerical analysis results were comparied.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

511-514

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wei S, Mau S T and Vipulanandan C, "Performance of new sandwich tube under axial loading: experiment", Journal of Structural Engineering. 121 (1995), p.1806

DOI: 10.1061/(asce)0733-9445(1995)121:12(1806)

Google Scholar

[2] Wei S, Mau S T and Vipulanandan C, "Performance of new sandwich tube under axial loading: analysis", Journal of Structural Engineering. 121 (1995), p.1815

DOI: 10.1061/(asce)0733-9445(1995)121:12(1815)

Google Scholar

[3] Zhao X L, Grzebieta R and Elchalakani M, "Tests of concrete-filled double skin circular hollow sections", First Inter. Confer. on Steel & Composite Structures(2001), p.283

DOI: 10.12989/scs.2002.2.2.129

Google Scholar

[4] Yagishita, Kitoh H and Sugimoto M, "Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force", Proc. of 6th Inter. Confer. on Steel and Concrete Composite Structures (2000), p.497

Google Scholar

[5] Junjie Yang, Hanyong Xu and Guojun Peng, "A study on the behavior of concrete—filled double skin steel tubular columns of octagon section under axial compression", China Civil Engineering Journal. 40 (2007), p.33, in Chinese

DOI: 10.1007/s11709-008-0035-5

Google Scholar

[6] Yiqun He, "A study on the bearing capacity of axial compression of octagon-shaped concrete-filled double skin steel tubular with PVC-U as its inner tube [M]",Zhejiang University of Technology (2010), in Chinese

DOI: 10.4028/www.scientific.net/amr.368-373.511

Google Scholar

[7] Zhong Tao, Linhai Han and Hong Huang, "Concrete filled double skin steel tubular column with square section under eccentric loads", China Civil Engineering Journal. 36(2003), p.33, in Chinese

Google Scholar

[8] Zhong Tao, Linhai Han and Hong Huang, "Mechanical behavior of concrete filled double skin steel tubular columns with circular sections", China Civil Engineering Journal. 37(2004), p.41, in Chinese

Google Scholar