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author:

Tao, Z. (Tao, Z..) [1] | Uy, B. (Uy, B..) [2] | Han, L.-H. (Han, L.-H..) [3] | Wang, Z.-B. (Wang, Z.-B..) [4]

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Abstract:

This paper is concerned with the topic of nonlinear analysis on concrete filled stiffened thin-walled steel tubular stub columns under axial compression. ABAQUS software is used to perform the finite element analysis (FEA). A comparison of results calculated using this modelling shows good agreement with the test results. The FEA modelling was used to investigate the influence of stiffeners on the column behaviour.

Keyword:

Axial compression; Concrete filled steel tube (CFST); Finite element analysis; Local buckling; Stiffener; Thin-walled

Community:

  • [ 1 ] [Tao, Z.]School of Engineering, University of Western Sydney, Penrith South DC, NSW 1797, Australia
  • [ 2 ] [Tao, Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 3 ] [Uy, B.]School of Engineering, University of Western Sydney, Penrith South DC, NSW 1797, Australia
  • [ 4 ] [Han, L.-H.]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
  • [ 5 ] [Wang, Z.-B.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China

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Source :

Proceedings of the 10th International Symposium on Structural Engineering for Young Experts, ISSEYE 2008

Year: 2008

Page: 683-688

Language: English

Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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