Proceedings of the Korea Institute of Fire Science and Engineering Conference (한국화재소방학회:학술대회논문집)
- 2010.04a
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- Pages.371-376
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- 2010
An Experimental Study on the Fire Resistance effect on load ratio and compressive strength of the CFT Column under loading in fire
CFT 기둥의 축력비 및 압축강도 변화에 따른 화재거동 영향인자에 관한 실험적 연구
- Cho, Kyung-Suk (Korea Institute of Construction Technology) ;
- Kim, Heung-Youl (Korea Institute of Construction Technology) ;
- Kim, Hyung-Jun (Korea Institute of Construction Technology) ;
- Kwon, In-Kyu (Kangwon University) ;
- Park, Kyung-Hun (Korea Institute of Construction Technology)
- Published : 2010.04.22
Abstract
The strength of steel material in a concrete filled steel tube (CFT) is reduced in fire, but the filled interior concrete structurally ensures the fire resistance due to its high thermal capacity. More, the contractibility of CFT is excellent since it can be constructed without form work. This research analyzed the interior concrete strength and deformation characteristics, which are the influence factors of the fire resistance of CFT, in proportion to the axial load ratio. The fire resistance performance according to changes of the axial load ratio showed great fluctuation. As
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