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author:

Wang, Zhi-Bin (Wang, Zhi-Bin.) [1] (Scholars:王志滨) | Duan, Hua-Fei (Duan, Hua-Fei.) [2] | Tao, Zhong (Tao, Zhong.) [3]

Indexed by:

CPCI-S

Abstract:

Concrete-filled thin-walled steel tubular columns have gained popularity in these days. However, local buckling is more likely to occur for this kind of columns. Some researchers have proposed that longitudinal stiffeners can be used to postpone local bucking of such kind of tubes. This is once again proved by new test results pertaining to stiffened concrete-filled thin-walled hollow structural stub columns, which were carried out recently in Fuzhou University. In this paper, existing design codes were used to predict load-carrying capacities of adequately stiffened composite stub columns. Reasonable results were achieved compared with test results.

Keyword:

axial compression concrete-filled steel tubes local buckling steel hollow section stiffener stub columns thin-walled

Community:

  • [ 1 ] Fuzhou Univ, Coll Civil Engn, Fuzhou 350002, Peoples R China

Reprint 's Address:

  • 王志滨

    [Wang, Zhi-Bin]Fuzhou Univ, Coll Civil Engn, Fuzhou 350002, Peoples R China

Email:

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Source :

Advances in Structural Engineering:Theory and Applications Vols 1 and 2

Year: 2006

Page: 1443-1447

Language: English

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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