논문명 |
고강도콘크리트를 충전한 CFT 기둥의 내화성능 평가에 관한 실험적 연구 / An Experimental Study on the Evaluation of Fire-Resist Performance of High-Strength Concrete Filled Steel Tube Column |
저자명 |
김규용(Kim Gyu-Yong) ; 김영선(Kim Young-Sun) ; 이태규(Lee Tae-Gyu) ; 강선종(Kang Sun-Jong) ; 김무한(Kim Moo-Han) |
발행사 |
대한건축학회 |
수록사항 |
대한건축학회논문집 구조계, v.24 n.8 (2008-08) |
페이지 |
시작페이지(147) 총페이지(8) |
ISSN |
12269107 |
주제분류 |
재료 |
주제어 |
충전강관콘크리트 ; 고강도콘크리트 ; ISO-834표준가열곡선 ; 비정상 온도분포해석//Concrete Filled Steel Tube ; High Strength Concrete ; ISO-834 Standard Fire Curve ; Nonlinear Transient Heat Flow Analysis |
요약2 |
CFT(Concrete filled steel tube, below CFT) is an excellent internal force and deformation capacity. But it is difficult to evaluate the fire resistant performance of the CFT. Because two main materials such as steel tube and concrete are combined as one. Also, the case of high strength CFT is feared that spalling occur inside. In this study, types of CFT(column) specimens were four factors which were strength of concrete, slenderness ratio of steel tube, fiber using, fire protective coating and then CFT(column) specimens were exposed to heating controlled as closely as possible the ISO-834 standard fire curve. Also, test results tried to analyze internal temperature through nonlinear transient heat flow analysis. Test results showed relative values of CFT specimens and analysis but surface parts were excessive values of analysis. Moreover, fire-resist design of CFT column comes to the conclusion that is sufficient consideration. Because results tend to indicate different properties. |
소장처 |
대한건축학회 |