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http://dx.doi.org/10.9798/KOSHAM.2011.11.2.001

Experimental Study on the Fire Resistance of Concrete Filled Steel Tubes according to Concrete Compressive Strengths  

Kwon, In-Kyu (강원대학교 소방방재공학)
Publication Information
Abstract
Concrete filled steel tubes(CFST) is considered as a column having better structural stability and better performance of fire resistance than that made with H-section and hollow section in itself. To get the fire resistance of the CFST, two kinds of concrete strength were used, 21 MPa, 40 MPa and 4 sorts of the applied loads were calculated and used to the specimens such as 3.5 m long, round and rectangular section. After various fire tests under 4 sorts of load ratios, the fire resistance of the CFST is not possible to get over 1 hour because of the rapid decrease of concrete strength. The below 50% of the applied load is recommended to obtain over 1 hour fire resistance of the CFST.
Keywords
Fire resistance; Fire test; CFST; Load ratio;
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Times Cited By KSCI : 3  (Citation Analysis)
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1 권인규 (2009) 강구조 부재의 한계온도 평가에 관한 연구, 대한건축학회연합논문집, 제11권, 제4호, pp. 249-256.
2 권인규 (2010) 강구조 부재의 하중비에 따른 내화성능 평가연구, 대한건축학회논문집, 제26권 제4호, pp 55-62.
3 김규용, 김영선 등 (2008) 고강도콘크리트를 충전한 CFT기둥의 내화성능평가에 관한 실험적 연구, 대한건축학회논문집, 제24권, 8호, pp. 147-154.
4 Lie T.T (1994) Fire resistance of circular steel columns filled with bar-reinforced concrete, Journal of Structural Engineering. ASCE 1994:120(5), 1489-1509.   DOI   ScienceOn
5 박수희, 류재용 등 (2007) 일정 축력을 받는 콘크리트 충전 각형 강관기둥의 내화성능평가, 한국강구조학회 논문집, 제19권, 6호, pp. 703-714.
6 Kodur V.K.R (1998) Design equations for evaluating the fire resistance of SFRC filled steel columns, Journal of Structural Engineering. ASCE 1998:124(6), 671-7.   DOI   ScienceOn
7 Kodur, V.K.R. MacKinnon, D.H. (1998) Simplified Design of Concrete- Filled Hollow Structural Steel Columns for Fire Endurance, Journal of Constructional Steel Research, Vol.46, Nos.1-3, pp.298, paper number 171.   DOI   ScienceOn
8 한국강구조학회 (1999) 충전강관기둥의 내화성능평가 및 설계법에 관한 연구.
9 한국표준협회 (2006) KSF 2257-7, 건축구조부재의 내화시험방법 - 기둥의 성능조건.
10 ECCS (1988) Calculation of the Fire Resistance of Centrally Loaded Composite Steel-Concrete Columns Exposed to the Standard Fire.
11 최성관, 김성배 (2008) TSC 합성보의 화재시 거동 및 전열특성에 관한 실험적 연구, 대한건축학회논문집, 제24권, 제1호, pp. 27-35.
12 포항산업과학연구원 (2001) 콘크리트 충전강관기둥 구조 및 시공지침.