동결융해작용을 받는 콘크리트의 열화예측에 관한 연구

Study on the Prediction of Concrete Deterioration Subjected to Cyclic Freezing and Thawing

  • 고경택 (한국건설기술연구원 토목연구부 연구원) ;
  • 이종석 (한국건설기술연구원 토목연구부 수석연구원) ;
  • 이장화 (한국건설기술연구원 토목연구부 수석연구원) ;
  • 조명석 (전력연구원 원자력연구실) ;
  • 송영철 (전력연구원 원자력연구실 책임연구원)
  • 발행 : 1999.10.01

초록

Deterioration induced by the freezing and thawing in concrete often leads to the reduction in concrete durability by the cracking or surface spalling. In this paper, the deterioration prediction model for concrete structures subjected to the irregular freeze-thaw was proposed from the results of accelerated laboratory test using the constant temperature condition and acceleration factor from the in-situ weather data.

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