Mathematical Modelling of Degree of Hydration and Adiabatic Temperature Rise

콘크리트의 수화도 및 단열온도상승량 예측모델 개발

  • 오병환 (정회원, 서울대학교 토목공학과) ;
  • 차수원 (정회원, 서울대학교 토목공학과 대학원) ;
  • 신경준 (서울대학교 토목공학과 대학원) ;
  • 하재담 (정회원, 쌍용양회공업(주) 중앙연구소 콘크리트 연구실) ;
  • 김기수 (정회원, 쌍용양회공업(주) 중앙연구소 콘크리트 연구실장)
  • Published : 1998.10.01

Abstract

Hydration is the main reason for the growth of the material properties. A exact parameter to control the chemical and physical process is not the time, but the degree of hydration. Therefore, it is reasonable that development all material properties should be formulated in terms of degree of hydration. Mathematical formulation of degree of hydration is based on combination of reaction rate functions. The effect of moisture conditions as well as temperature on the rate of reaction is considered in the degree of hydration model. This effect is subdivided into two contributions: water shortage and water distribution. The former is associated with the effect of on the progress of hydration. The water needed for progress of hydration do not exist and there is not enough space for the reaction products to form. The latter is associated with the effect of free capillary water distribution in the pore system. Physically absorption layer does not contribute to progress of hydration and only free water is available for further hydration.

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