An experimental study of cathodic protection for chloride contaminated reinforced concrete

被引:20
作者
Oleiwi, Hayder M. [1 ,6 ]
Wang, Yu [1 ]
Curioni, Michele [2 ]
Chen, Xianyi [3 ]
Yao, Guowen [5 ]
Augusthus-Nelson, Levingshan [1 ]
Ragazzon-Smith, A. H. [4 ]
Shabalin, Igor [1 ]
机构
[1] Univ Salford, Sch Comp Sci & Engn, Manchester M5 4WT, Lancs, England
[2] Univ Manchester, Sch Mat, Corros & Protect Ctr, Manchester M13 9PL, Lancs, England
[3] Charter Coating Serv 2000 Ltd, Calgary, AB T2E 6P1, Canada
[4] Univ Salford, Sch Environm & Life Sci, Manchester M5 4WT, Lancs, England
[5] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
[6] Univ Thi Qar, Coll Engn, Nasiriyah, Iraq
关键词
Cathodic protection; Concrete resistivity; Reinforcement corrosion; CP design criteria; INDUCED CORROSION; STEEL; EFFICIENCY; SYSTEM; POLARIZATION; RESISTIVITY; PREVENTION; REPAIR;
D O I
10.1617/s11527-018-1273-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cathodic protection (CP) is being increasingly used on reinforced concrete structures to protect steel reinforcing bars from corrosion in aggressive conditions. Due to the complexity of environmental conditions, the design specifications in national and international standards are still open to discussion to achieve both sufficient and efficient protection for reinforced concrete structures in engineering practices. This paper reports an experimental research to investigate the influence of chloride content on concrete resistivity, rebar corrosion rate and the performance of CP operation using different current densities. It aims to understand the correlation between the chloride content and concrete resistivity together with the CP current requirement, and to investigate the precision of the CP design criteria in standards.
引用
收藏
页数:11
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