Steel and Composite Structures

  • 제5권1호
  • /
  • Pages.17-34
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  • 2005
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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 the behavior of CFT stub columns filled with PCC subject to concentric compressive loads

  • Kang, Hyun-Sik (Department of Architecture, Jinju National University) ;
  • Lim, Seo-Hyung (Department of Architecture, Jinju National University) ;
  • Moon, Tae-Sup (Department of Architectural Engineering, Hanyang University) ;
  • Stiemer, S.F. (Department of Civil Engineering, University of British Columbia)
  • 투고 : 2004.04.27
  • 심사 : 2004.12.07
  • 발행 : 2005.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents an experimental study and its findings of the behavior of circular and square stub columns filled with high strength concrete ($f_c^{\prime}$=49MPa) and polymer cement concrete (PCC) under concentric compressive load. Twenty-four specimens were tested to investigate the effects of variations in the tube shape (circular, square), wall thickness, and concrete type on the axial strength of stub columns. The characteristics of CFT stub columns filled with two types of concrete were investigated in order to collect the basic design data for using the PCC for the CFT columns. The experimental investigations included consideration of the effects of the concrete fill on the failure mode, ultimate strength, initial stiffness and deformation capacity. One of the key findings of this study was that circular section members filled with PCC retain their structural resistance without reduction far beyond the ultimate capacity. The results presented in this paper will provide experimental data to aid in the development of design procedures for the use of advanced concretes in CFT columns. Additionally, these results give structural designers invaluable insight into the realistic behavior of CFT columns.

키워드

참고문헌

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피인용 문헌

  1. Dune sand concrete-filled steel tubular (CFST) stub columns under axial compression: Experiments vol.124, 2018, https://doi.org/10.1016/j.tws.2017.12.006
  2. Ultimate capacity prediction of axially loaded CFST short columns vol.16, pp.1, 2016, https://doi.org/10.1007/s13296-016-3009-9
  3. Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression vol.8, pp.2, 2008, https://doi.org/10.12989/scs.2008.8.2.115