Behavior of concrete-filled steel tubes subjected to flexure after exposure to standard fire - Details

author：

Huo, J.-S. (Huo, J.-S..) ^[1] | Han, L.-H. (Han, L.-H..) ^[2]

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Scopus PKU CSCD

Abstract：

This　paper　developed　a　numerical　method　to　calculate　the　load-deformation　curves　of　concrete-filled　steel　tube　(CFST)　flexural　members　after　fire,　with　predicted　results　in　good　agreement　with　test　results.　A　practical　method　is　suggested　for　calculating　the　strength　and　stiffness　of　CFST　flexural　members　after　fire　based　on　the　theoretical　and　experimental　results.

Keyword：

After fire; Concrete-filled steel tube; Flexural stiffness; Mechanical performance

Community：

[ 1 ] [Huo, J.-S.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China
[ 2 ] [Han, L.-H.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China

Reprint 's Address：

[Huo, J.-S.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China

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Source ：

Journal of Harbin Institute of Technology

ISSN： 0367-6234

Year： 2003

Issue： SUPPL.

Volume： 35

Page： 88-92

Cited Count：

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SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

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Chinese Cited Count：

30 Days PV： 2

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