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Investigation of Failure Behavior of HRB335 steel due to Crevice Corrosion in Concrete Using Electrochemical Method

机译:用电化学方法对混凝土裂缝腐蚀引起的HRB335钢失效行为的研究

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The corrosion of reinforcements in the concrete crevice is a crucial factor affecting the safety and stability of concrete, especially in an environment containing chloride ions. Cathodic protection is one of the key methods to protect reinforcements in concrete. In this paper, based on wedge crevice corrosion experimental device, the corrosion behaviour of reinforcement in concrete crevice structure and the effectiveness of cathodic protection were studied involving electrochemical parameters, corrosion rate and electrochemical impedance spectroscopy. The results showed that the anode area was located near the opening. With the development of the crevice depth, the corrosion form changed from general corrosion to pitting corrosion and from the anode area to the cathode area. The cathodic protection made the anode area move forward in the crevice, intensified the corrosion degree of the anode area, and pitted corrosion at sample 6# in the deepest crevice.
机译:混凝土缝隙中增强件的腐蚀是影响混凝土安全性和稳定性的关键因素,特别是在含氯离子的环境中。 阴极保护是保护混凝土中增强剂的关键方法之一。 本文基于楔形钢筋腐蚀实验装置,研究了混凝土缝隙结构中加固的腐蚀行为及涉及电化学参数,腐蚀速率和电化学阻抗光谱的腐蚀性和阴极保护的有效性。 结果表明,阳极区域位于开口附近。 随着缝隙深度的发展,腐蚀形式从一般腐蚀变为蚀腐蚀和从阳极区域到阴极区域的变化。 阴极保护使阳极面向在缝隙中向前移动,加剧了阳极区域的腐蚀程度,在最深的缝隙中的样品6#上的腐蚀腐蚀。

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