Study of Temporal Change in Chloride Diffusion Coefficient of Concrete

被引:28
|
作者
Yu, Hongfa [1 ]
Tan, Yongshan [2 ]
Feng, Taotao [3 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Dept Civil Engn Coll, Nanjing, Jiangsu, Peoples R China
[2] Nanjing Univ Aeronaut & Astronaut, Nanjing, Jiangsu, Peoples R China
[3] Southeast Univ, Nanjing, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
chloride diffusion coefficient; service-life prediction model; time-dependent index; REINFORCED-CONCRETE; FLY-ASH; MARINE-ENVIRONMENT; LIFE PREDICTION; TIDAL ZONE; CORROSION; PENETRATION; PERFORMANCE; EXPOSURE; DURABILITY;
D O I
10.14359/51710966
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The chloride diffusion coefficient (D-t) is an important parameter that measures chloride penetration of concrete and characterizes the chloride diffusion rate in concrete. A larger value of D-t indicates that chloride can more easily penetrate concrete. In this paper, chloride concentration data collected from 2207 marine exposure stations and practical projects in 20 countries were investigated. The D-t values were recalculated according to different chloride diffusion models. For the ordinary concrete and high-performance concrete data, the exposure times ranged film 7 days to 91 years. The temporal change in D-t was systematically studied and a universal time-dependent index (m) value was proposed. In addition, other targeted values were proposed for different types of concrete or exposure zones.
引用
收藏
页码:103 / 112
页数:10
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