Effect of electric field intensity on chloride binding capacity of concrete

被引:4
|
作者
Zhu, Xingji [1 ,2 ,3 ]
Peng, Wenshan [3 ]
Xiao, Changrong [2 ]
Ma, Li [3 ]
Hou, Jian [3 ]
机构
[1] Jianghan Univ, State Key Lab Precis Blasting, Wuhan 430056, Peoples R China
[2] Harbin Inst Technol Weihai, Shool Ocean Engn, Wenhuaxi Rd, Weihai 264209, Peoples R China
[3] Luoyang Ship Mat Res Inst LSMRI, State Key Lab Marine Corros & Protect, Wenhai Rd, Qingdao 266237, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete durability; Chloride binding; Electrical field; Binding coefficient; SERVICE LIFE; REINFORCEMENT CORROSION; PORTLAND-CEMENT; STEEL; STABILITY; MACROCELL; SULFATE; REMOVAL; IMPACT; RISK;
D O I
10.1016/j.jmrt.2023.02.097
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Determining the binding capacity of concrete to chloride ions has always been the focus of the durability study of reinforced concrete structures. In many cases, concrete interior is in the electric field environment, such as railway track affected by stray current, component under electrical chloride removal (ECR), and concrete in corrosion electric field. However, the influence of electric field intensity on the chloride binding ability of concrete has not been determined clearly and quantitatively. In this paper, an experimental study is con-ducted to investigate the evolution of chloride binding capacity under various electrical current densities. The results indicate that the binding capacity of concrete is degraded by the electrical field, and the amount of physical adsorption for chloride is far less than the that of chemical binding. Based on experimental data, the modified Langmuir isotherm is given, and the evolution of key coefficients is measured quantitatively. The research findings are of great significance to the accurate evaluation of subsequent transmission of chloride ions after the initiation of steel corrosion and corrosion protection effect by ECR technique.(c) 2023 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:4466 / 4478
页数:13
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