The purpose of this study is to evaluate the Chloride ion migration coefficient of High-heated Concrete by NT BUILD 492 method. To evaluate performance of surface 5cm incoming Chloride Ion, 2D-numerical analysis model (FEM) was developed. As results of this study was obtained as follows; The Chloride ion migration coefficient of High-heated Concrete were increased by heated temperature. In conclusion, the Chloride ion migration coefficient were affected by distribution of porosity and pore size.
목차
Abstract 1. 서론 2. 실험개요 2.1 사용재료 및 물성 2.2 실험 인자 및 수준 2.3 배합 3. 시험체 제작 및 측정방법 3.1 시험체 제작 및 양생 3.2 염화물이온 확산계수 측정 3.3 염화물이온 확산 지배 방정식 4. 실험결과 및 고찰 5. 결론 참고문헌