Steel and Composite Structures

  • 제4권2호
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  • Pages.95-112
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  • 2004
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental study on concrete filled square hollow sections

  • Lam, Dennis (School of Civil Engineering, University of Leeds) ;
  • Williams, Christopher A. (Arup, Admiral House)
  • 투고 : 2003.10.13
  • 심사 : 2004.02.10
  • 발행 : 2004.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

A series of tests was performed to consider the behaviour of short composite columns under axial compressive loading, covering a range of S275 and S355 grade steel square hollow section filled with normal and high strength concrete. The interaction between the steel and the concrete component is considered and the results show that concrete shrinkage has an effect on the axial strength of the column. Comparisons between Eurocode 4, ACI-318 and the Australian Standards with the findings of this research were made. Result showed the equation used by the ACI-318 and the proposed Australian Standards gave better predication for the axial capacity of concrete filled SHS columns than the Eurocode 4.

키워드

참고문헌

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