Modeling of Moisture Diffusion Coefficient with Porosity in Concrete

공극률 변화를 고려한 콘크리트의 수분확산계수 모델

  • 강수태 (한국건설기술연구원 토목연구부) ;
  • 전상은 (한국과학기술원 건설 및 환경공학과) ;
  • 김진근 (한국과학기술원 건설 및 환경공학과) ;
  • 김성욱 (한국건설기술연구원 토목연구부)
  • Published : 2003.05.01

Abstract

The nonlinear humidity distribution occurs due to the moisture diffusion when a concrete is exposed to an ambient air. These nonlinear humidity distribution induces shrinkage cracks on surfaces of the concrete. Because shrinkage cracks largely affect the durability and serviceability of concrete structures, the moisture diffusion in concrete must be investigated. The purpose of this paper is to propose a model of the moisture diffusion coefficient that governs moisture diffusion within concrete structures. To propose the model, numerical analysis were performed based on several experiments. Because the moisture diffusion coefficient is changed with aging, especially at early ages, the proposed model includes aging effect by terms of the porosity as well as the humidity of concrete.

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