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Corrosion behavior of steel submitted to chloride and sulphate ions in simulated concrete pore solution

机译:模拟混凝土孔隙溶液中氯和硫酸根离子对钢的腐蚀行为

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Electrochemical measurements of open circuit potential, linear polarization and electrochemical impedance spectroscopy (EIS) were utilized to investigate the corrosion behavior and chloride threshold value (CTV) of reinforcing steels submitted to chloride and sulphate attack in simulated concrete pore solution in this study. Determination of corrosion initiation was made by combining half-cell potential (E-corr) with corrosion current density (I-corr) as well as EIS curves. Results showed that electrochemical measurements were effective in detecting corrosion behavior of steels. CTV of steels was 0.5-0.6 mol/L in simulated concrete pore solution contaminated by chloride ions while threshold value of steels submitted to sulphate ions was 0.2-0.3 mol/L. The concomitant presence of chloride and sulphate ions led to higher corrosion current density which indicated sulphate ions accelerated the corrosion of reinforcing steels in simulated concrete pore solution. (c) 2016 Elsevier Ltd. All rights reserved.
机译:本研究利用开路电势的电化学测量,线性极化和电化学阻抗谱(EIS)研究了在模拟混凝土孔隙溶液中遭受氯和硫酸盐侵蚀的钢筋的腐蚀行为和氯阈值(CTV)。通过将半电池电势(E-corr)与腐蚀电流密度(I-corr)以及EIS曲线相结合来确定腐蚀开始。结果表明,电化学测量对检测钢的腐蚀行为是有效的。在被氯离子污染的模拟混凝土孔隙溶液中,钢的CTV为0.5-0.6 mol / L,而硫酸根离子的钢的阈值为0.2-0.3 mol / L。氯离子和硫酸根离子的同时存在导致较高的腐蚀电流密度,这表明硫酸根离子加速了钢筋在模拟混凝土孔隙溶液中的腐蚀。 (c)2016 Elsevier Ltd.保留所有权利。

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