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author:

Huo, Jing-Si (Huo, Jing-Si.) [1] | Han, Lin-Hai (Han, Lin-Hai.) [2]

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EI 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:

Bending strength Concretes Deformation Fire hazards Mechanical properties Numerical methods Steel structures Stiffness Tubes (components)

Community:

  • [ 1 ] [Huo, Jing-Si]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China
  • [ 2 ] [Han, Lin-Hai]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

CN: 23-1235/T

Year: 2003

Issue: SUPPL.

Volume: 35

Page: 88-92

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: 6

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