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首页> 外文期刊>International Journal of Robotics & Automation >CORROSION DETECTION OF BRIDGE REINFORCED CONCRETE WITH INDUCTION HEATING AND INFRARED THERMOGRAPHY
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CORROSION DETECTION OF BRIDGE REINFORCED CONCRETE WITH INDUCTION HEATING AND INFRARED THERMOGRAPHY

机译:桥梁钢筋混凝土与感应加热和红外热成像的腐蚀检测

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摘要

In this paper, a novel method for non-destructive detection of steel corrosion in bridge reinforced concrete is proposed with induction heating and infrared thermography. Steel rebar and reinforced concrete specimens were fabricated with different corrosion levels through an accelerated corrosion process. Corroded and non-corroded steel rebar and reinforced concrete specimen were heated by an indirect contacted inductive heater, and an infrared camera was applied to measure temperature distribution and change at the concrete surface. The experimental results show that the temperature rise in the corroded rebar is higher than that in the non-corroded rebar, and the difference is greater when the corrosion degree is greater. This study provided a new possible way for non-destructive detection of corrosion in reinforced concrete bridges.
机译:本文采用感应加热和红外热成像,提出了一种用于桥梁钢筋混凝土中钢腐蚀的非破坏性检测的新方法。 通过加速的腐蚀过程,用不同的腐蚀水平制造钢钢筋和钢筋混凝土样本。 通过间接接触的电感加热器加热腐蚀和非腐蚀性的钢筋和钢筋混凝土试样,并施加红外线相机来测量温度分布和混凝土表面的变化。 实验结果表明,腐蚀钢筋中的温度升高高于非腐蚀钢筋中的温度升高,并且当腐蚀程度更大时差异更大。 本研究为钢筋混凝土桥梁中的腐蚀进行了一种新的可能方法。

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