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Parameters That Influence Corrosion Detection in Reinforced Concrete Based on Eddy Current Thermography

机译:基于涡流热成像影响钢筋混凝土腐蚀检测的参数

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This study introduces an eddy current thermography technique that can be used to detect and evaluate steel corrosion in a reinforced concrete structure. The rate of surface temperature changes in reinforced concrete is proposed as a means to characterize the degree of steel bar corrosion. The rate of surface temperature changes increased gradually with an increase in the corrosion degree. The influence of structural parameters on the rate of the temperature change was analyzed in detail. The results indicated that the rate of surface temperature change increased with a decrease in the concrete cover depth and with an increase in the humidity of the concrete, and this was affected by the diameter of the internal steel bar. Concrete cover was the most significant factor that affected the rate of the surface temperature change, except for the corrosion degree. The variations in the surface temperature of reinforced concrete can be explained using the law of electromagnetic induction and the electrochemical property change of corroded steel bar. This research provides a reliable basis for real-world applications and is helpful to understand the application scope of eddy current thermography technology for the quantitative detection of steel corrosion.
机译:本研究介绍了一种涡流热成像技术,可用于检测和评估钢筋混凝土结构中的钢腐蚀。提出了钢筋腐蚀程度表征钢筋腐蚀程度的方法的表面温度变化率。表面温度变化的速率随着腐蚀程度的增加而逐渐增加。详细分析了结构参数对温度变化速率的影响。结果表明,表面温度变化的速率随着混凝土覆盖深度的减少而增加,并且混凝土湿度的增加,这受到内钢棒的直径的影响。混凝土罩是影响表面温度变化率的最重要因素,除了腐蚀程度。使用腐蚀钢筋的电化学诱导规律可以解释钢筋混凝土表面温度的变化和腐蚀钢筋的电化学性能。本研究为现实世界的应用提供了可靠的基础,并有助于了解涡流热成像技术的应用范围,以进行钢腐蚀的定量检测。

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