Prediction Model on Autogenous Shrinkage of High Performance Concrete Used Material for Shrinkage Reduction

수축저감재료의 영향을 고려한 고성능 콘크리트의 자기수축 예측 모델

  • 고경택 (한국건설기술연구원 구조연구부) ;
  • 강수태 (한국건설기술연구원 구조연구부) ;
  • 유성원 (한국건설기술연구원 구조연구부) ;
  • 김도겸 (우석대학교 토목공학과) ;
  • 한천구 (청주대학교 건축공학과) ;
  • 이장화 (한국건설기술연구원 기획조정실)
  • Published : 2004.11.01

Abstract

Generally, the autogenous shrinkage of high performance concrete is important in that it can lead the early cracks in concrete structures. In the previous study, The. autogenous shrinakge of HPC was found to decrease with incresing expansive additive and shrinakge reduction agent. In case of combined use, the autogenous shrinakge was more reduction than in case separate use. The purpose of this study is to derive a realistic equation to estimate the autogenous shrinakge model of high performance concrete with exapnsive agent and shrinakge reduction agent. investigated the durability of high performance concrete using expansive additive and shrinkage reducing agent. The proposed equation showed reasonably good correlation with test data on autogenous shrinakge of high performance concrete with material for shrinkage reduction.

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