Macrocell corrosion of steel in concrete: Characterization of anodic behavior in relation to the chloride content

被引:13
|
作者
Chalhoub, Chantal [1 ]
Francois, Raoul [1 ]
Garcia, David [1 ]
Laurens, Stephane [1 ]
Carcasses, Myriam [1 ]
机构
[1] Univ Toulouse, Univ Paul Sabatier UPS, Inst Natl Sci Appl INSA, Lab Mat & Durabil Construct LMDC, Toulouse, France
来源
MATERIALS AND CORROSION-WERKSTOFFE UND KORROSION | 2020年 / 71卷 / 09期
关键词
active steel; chloride-induced corrosion; electrochemical properties; passive steel; REINFORCEMENT CORROSION; PROPAGATION PERIOD; SYSTEMS; MODELS;
D O I
10.1002/maco.201911398
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study presents the determination of electrochemical properties of active steel in mortar, based on inverse numerical modeling that focuses on their dependency on chloride content. An experimental campaign, consisting of galvanic coupling tests between anode samples contaminated with different chloride concentrations and cathode samples without chlorides, was carried out. Cathode polarization tests allowed for directly determining passive steel electrochemical parameters. Anode polarization tests coupled with a numerical optimization were then performed for quantifying active steel parameters and focusing on chloride's effect on the iron anodic Tafel coefficient. Furthermore, the steel electrochemical properties were successfully used as input parameters to model the galvanic experiments.
引用
收藏
页码:1424 / 1441
页数:18
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