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NUMERICAL SIMULATION OF CORROSION RATE DETERMINATION BY LINEAR POLARIZATION

机译:线性极化腐蚀速率测定的数值模拟

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The polarization resistance technique is an accepted method of quantifying the corrosion rate of reinforcing steel in concrete. However, in the literature some doubt has been expressed regarding the reliability of polarization resistance measurements when applied to structures significantly influenced by macrocell action. As experimental tests are mostly performed in a laboratory environment using small specimens, correlations to quantify the effects of macrocell versus microcell action have not been performed. In order to elucidate this possible problem, the polarization behaviour of a planparallel arrangement of a two-component active/passive macrocell was investigated by a numerical analysis. The electrochemical behaviour of the concrete electrolyte and the steel/concrete interface have been modelled by a network of discrete linear and nonlinear resistive elements, respectively. The numerical results obtained clearly demonstrate that the polarizing current is distributed over the two components. For the corroding component of the macrocell the corrosion rate was slightly underestimated by the polarization resistance measurement. However, the corrosion rate of the passive component was extremely overestimated. Based on the results of the numerical simulation it was concluded that passive steel is erroneously identified as actively corroding steel, both from potential as well as from polarization measurements.
机译:偏振电阻技术是定量混凝土中加固钢腐蚀速率的可接受的方法。然而,在文献中,一些疑问地表达了偏振电阻测量的可靠性,当应用于宏小区作用显着影响的结构时。随着使用小标本在实验室环境中大多进行的实验测试,尚未执行以量化宏小区与微小区动作的相关性的相关性。为了阐明这种可能的问题,通过数值分析研究了双组分主动/被动宏小区的平行平行布置的偏振行为。混凝土电解质和钢/混凝土界面的电化学行为分别由离散的线性和非线性电阻元件网络进行建模。清楚地证明偏振电流分布在两个部件上的数值结果。对于宏小区的腐蚀组分,通过偏振电阻测量略微低估腐蚀速率。然而,被动组分的腐蚀速率极高过高。基于数值模拟的结果,得出结论,被动钢错误地被错误地识别为主动腐蚀钢,无论是从潜在的还是来自极化测量。

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