Steel and Composite Structures

  • 제13권3호
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  • Pages.259-275
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  • 2012
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Parametric study on bearing capacity of CFST members considering the concrete horizontal casting effect

  • Sun, Wenbo (Architect Design and Research Institute, South China University of Technology) ;
  • Luo, Yiqun (School of Civil and Traffic Engineering, South China University of Technology) ;
  • Zhou, Weijian (School of Civil and Traffic Engineering, South China University of Technology) ;
  • Huang, Wei (School of Science and Engineering, Jinan University)
  • 투고 : 2011.04.17
  • 심사 : 2012.05.30
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Concrete filled steel tubular (CFST) member has been widely used in the construction of high-rise buildings for its high axial bearing capacity. It can also be applied on long-span structures such as spatial structures or bridges not only for its high bearing capacity but also for its construction convenience. Concrete casting effect of CFST member is considered in the study of its bearing capacity in this paper. Firstly, in order to authenticate the applicability of constitutive relationship and yield criterion of steel and concrete based on FEM, two ANSYS models are built to simulate and compared with other's test. Secondly, in order to find the huge difference in bearing capacity due to different construction processes, two full-size CFST models are studied when they are horizontally cast and axially compressed. Finally, the effects of slenderness ratio (L/D) and confining parameter (D/t) of CFST members are studied to reveal the intrinsic links between bearing capacity and slenderness ratio or confining parameter.

키워드

참고문헌

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