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Pitting Corrosion Behaviour of New Corrosion-Resistant Reinforcement Bars in Chloride-Containing Concrete Pore Solution

机译:含氯化物混凝土孔溶液中新型耐腐蚀棒的蚀腐蚀行为

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摘要

In this study, the pitting behaviour of a new corrosion-resistant alloy steel (CR) is compared to that of low-carbon steel (LC) in a simulated concrete pore solution with a chloride concentration of 5 mol/L. The electrochemical behaviour of the bars was characterised using linear polarisation resistance (LPR) and electrochemical impedance spectroscopy (EIS). The pitting profiles were detected by reflective digital holographic microscopy (DHM), scanning electron microscopy (SEM), and the chemical components produced in the pitting process were analysed by X-ray energy dispersive spectroscopy (EDS). The results show that the CR bars have a higher resistance to pitting corrosion than the LC bars. This is primarily because of the periodic occurrence of metastable pitting during pitting development. Compared to the pitting process in the LC bars, the pitting depth grows slowly in the CR bars, which greatly reduces the risk of pitting. The possible reason for this result is that the capability of the CR bars to heal the passivation film helps to restore the metastable pits to the passivation state.
机译:在这项研究中,一个新的耐腐蚀合金钢(CR)的点蚀行为相比,在以5摩尔/ L的氯离子浓度一模拟混凝土孔隙溶液低碳钢(LC)的。使用线性极化电阻(LPR)和电化学阻抗谱(EIS)的杆的电化学行为进行了表征。点蚀简档被反射数字全息显微术(DHM)检测,扫描电子显微镜(SEM),并且在点蚀过程中产生的化学成分用X射线能量色散谱(EDS)进行分析。结果表明,CR条都要点蚀比LC酒吧更高的阻力。这主要是亚稳态点蚀的蚀发展过程中周期性出现的原因。相比于LC酒吧点蚀过程中,点蚀深度在CR酒吧,这大大降低了点蚀的风险增长缓慢。可能的原因的结果是CR能力酒吧医治钝化膜有助于亚坑恢复到钝化状态。

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