Preliminary research on behavior of curved concrete-filled steel struts - Details

author：

Zheng, L.-Q. (Zheng, L.-Q..) ^[1] | Tao, Z. (Tao, Z..) ^[2] | Han, L.-H. (Han, L.-H..) ^[3]

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Abstract：

Nonlinear　finite　element　analysis　method　is　applied　for　the　analyses　of　load-deformation　relations　curves　of　curved　concrete-filled　circular　hollow　section　(CHS)　steel　struts.　In　order　to　validate　calculating　results　by　numerical　method,　comparisons　between　calculating　results　and　test　results　(Ghasemian　and　Schmidt,　1999)　are　made.　Reasonable　agreement　is　achieved.

Keyword：

Curved concrete filled steel strut; Imperfections; Initial curvature; Slenderness ratio

Community：

[ 1 ] [Zheng, L.-Q.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China
[ 2 ] [Tao, Z.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China
[ 3 ] [Han, L.-H.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China

Reprint 's Address：

[Zheng, L.-Q.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China

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Source ：

Journal of Harbin Institute of Technology

ISSN： 0367-6234

Year： 2005

Issue： SUPPL. 2

Volume： 37

Page： 59-61,342

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ESI Highly Cited Papers on the List： 0 Unfold All

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30 Days PV： 2

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