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author:

Han, Lin-Hai (Han, Lin-Hai.) [1] | Yao, Guo-Huang (Yao, Guo-Huang.) [2] | Tao, Zhong (Tao, Zhong.) [3]

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EI

Abstract:

The present study is an investigation on the behaviors of concrete-filled thin-walled steel tubular members subjected to combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. ABAQUS software is used in this paper for the finite element analysis (FEA). A comparison of results calculated using this modeling shows generally good agreement with test results. The FEA modeling is then used to investigate the influence of important parameters that determine the ultimate strength of the composite members under combined loading, such as compression and torsion, bending and torsion, compression, bending and torsion. The parametric studies provide information for the development of formulae for calculating the ultimate strength of the composite members subjected to combined loading. © 2007 Elsevier Ltd. All rights reserved.

Keyword:

Bearing capacity Bending (deformation) Compaction Computer software Concretes Finite element method Thin walled structures Torsional stress Tubular steel structures

Community:

  • [ 1 ] [Han, Lin-Hai]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
  • [ 2 ] [Yao, Guo-Huang]College of Civil Engineering, Fuzhou University, Fujian Province 350002, China
  • [ 3 ] [Tao, Zhong]College of Civil Engineering, Fuzhou University, Fujian Province 350002, China

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Source :

Thin-Walled Structures

ISSN: 0263-8231

Year: 2007

Issue: 6

Volume: 45

Page: 600-619

0 . 5 5 2

JCR@2007

5 . 7 0 0

JCR@2023

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 70

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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