한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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- Pages.307-312
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- 2002
화재 피해를 입은 일반 강도 철근콘크리트 휨부재의 구조 거동
Structural Behavior of Fire-Damaged Reinforced Concrete Beam with Normal Strength Concrete
초록
This paper deals with structural behavior of reinforced concrete beams under fire and fire damaged condition. The main purpose of this study is to investigate the structural behavior of the beams under high temperature condition and to evaluate the remaining strength of flexural members by exposure time to fire. For this purpose, twelve beam specimens are fabricated and experimented. Ten specimens are exposed to the fire for 1 and 2 hours and to the failure. After being cooled in room temperature, the specimens are loaded to the failure. The research result shows that the main variables of the test, concrete cover and exposure time to fire are much influenced on the structural behavior and the remaining strength.
키워드