An Experimental Study on the Engineering Properties of Deteriorated Concrete by Fire Damage According to Design Compressive Strength

화재피해를 입은 콘크리트의 폭렬에 대한 설계기준강도의 영향성 검토에 관한 연구

  • 나철성 (충남대학교 대학원 건축공학과) ;
  • 조봉석 (충남대학교 대학원 건축공학과) ;
  • 김재환 ((주)AMS엔지니어링) ;
  • 권영진 (호서대학교 소방학과) ;
  • 김규용 (충남대학교 건축공학과) ;
  • 김무한 (충남대학교 건축공학과)
  • Published : 2006.05.11

Abstract

In the existed study, a fire outbreak in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. Therefore, this study is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with experiment according to the design compressive strength.

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