Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1998.10b
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- Pages.883-887
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- 1998
Mathematical Modelling of Degree of Hydration and Adiabatic Temperature Rise
콘크리트의 수화도 및 단열온도상승량 예측모델 개발
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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