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author:

Wei, Jian-Gang (Wei, Jian-Gang.) [1] | Chen, Bao-Chun (Chen, Bao-Chun.) [2] (Scholars:陈宝春)

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EI Scopus PKU CSCD

Abstract:

Some methods are presented for analyzing the behavior of concrete-filled steel tube (CFST) arch. Using these methods, two CFST model arches are analyzed. Comparison of numerical results with the test results indicates that the fiber model can describe the basic mechanical properties of the CFST arch.

Keyword:

Arch bridges Bearing capacity Bending strength Concretes Control nonlinearities Finite element method Steel structures Strain Stresses Tubes (components)

Community:

  • [ 1 ] [Wei, Jian-Gang]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China
  • [ 2 ] [Chen, Bao-Chun]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: 236-239

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: 4

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