Study on influencing factors and regularity analysis of eddy current method applied to detection of reinforcement corrosion

Xumei Lin, Shijie Yu, Peng Wang, Shiyuan Wang
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Abstract

Rebar corrosion is one of the main reasons for the deterioration of concrete structures. In order to ensure the safe operation of reinforced concrete structures, it is necessary to detect the corrosion rate of rebars in time. This article adopts the eddy current method based on electromagnetic induction to detect steel corrosion, studies the mechanism of alternating current (AC) impedance change induced by steel corrosion in coils, and establishes a mathematical model between steel corrosion and coil AC impedance. Meanwhile, the quantitative relationship between excitation signal frequency, concrete thickness, coil parameters, and coil impedance is studied. Through experiments, it was found that in the early stages of steel corrosion, there is a linear relationship between the scanning peak value of the coil impedance and the mass loss rate of the steel bars, and the slope of the fitting curve decays exponentially with the increase of the concrete thickness. The method used in this paper has an absolute error of less than 0.01 and a relative error of less than 8 % in detecting the mass loss rate of rebars at the initial stage of steel corrosion. When the concrete thickness is less than 20 mm, the relative error is lower than 4 %.
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涡流法应用于钢筋锈蚀检测的影响因素及规律性分析研究
钢筋锈蚀是混凝土结构老化的主要原因之一。为了确保钢筋混凝土结构的安全运行,有必要及时检测钢筋的锈蚀率。本文采用基于电磁感应的涡流法检测钢筋锈蚀,研究了钢筋锈蚀引起线圈交流阻抗变化的机理,建立了钢筋锈蚀与线圈交流阻抗之间的数学模型。同时,研究了激励信号频率、混凝土厚度、线圈参数和线圈阻抗之间的定量关系。通过实验发现,在钢筋锈蚀的早期阶段,线圈阻抗的扫描峰值与钢筋的质量损失率之间呈线性关系,拟合曲线的斜率随混凝土厚度的增加呈指数衰减。本文采用的方法在检测钢筋锈蚀初期的质量损失率时,绝对误差小于 0.01,相对误差小于 8%。当混凝土厚度小于 20 毫米时,相对误差低于 4%。
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