Behaviour of high-performance concrete filled steel tubular columns subjected to eccentric loading - Details

author：

Yu, Q. (Yu, Q..) ^[1] | Tao, Z. (Tao, Z..) ^[2] | Wu, Y.-X. (Wu, Y.-X..) ^[3]

Indexed by：

Scopus PKU CSCD

Abstract：

The　load　versus　deformation　curves　of　high-performance　concrete　(HPC)　filled　steel　tubular　columns　under　eccentric　loadings　are　calculated　using　the　finite　element　analysis.　The　calculated　results　are　verified　by　test　results.　The　finite　element　modeling　is　then　used　to　analyze　the　load　versus　deformation　relationships,　and　to　investigate　the　composite　action　between　the　steel　tube　and　concrete　core.　A　design　method　for　HPC　filled　steel　tubular　columns　is　recommended.

Keyword：

Composite action; Concrete-filled steel tube; Eccentrically-loaded; Finite element; High-performance concrete; Load-carrying capacity

Community：

[ 1 ] [Yu, Q.]Department of Construction Management, Tsinghua University, Beijing 100084, China
[ 2 ] [Tao, Z.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
[ 3 ] [Wu, Y.-X.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China

Reprint 's Address：

[Yu, Q.]Department of Construction Management, Tsinghua University, Beijing 100084, China

Email：

qyu@tsinghua.edu.cn

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Source ：

Engineering Mechanics

ISSN： 1000-4750

Year： 2009

Issue： 10

Volume： 26

Page： 87-94,116

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 1

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