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Microwave thermoreflectometry for detection of rebar corrosion

机译:微波热反射法检测钢筋腐蚀

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Abstract: A microwave-based approach under development for detecting corrosion of rebar is described. The rebar inside the concrete is heated with an induction heater and then the surface temperature of the rebar inside the concrete is probed using a microwave reflectance method. This is in contrast to infrared thermographic approaches which monitor the surface temperature of the concrete and are dependent on waiting for considerable lengths of time for heat flow from the rebar to the concrete surface. Results will be presented for a series of test specimens produced by deliberately corroding rebar inside concrete in the laboratory. Microwave thermoreflectance measurements made in a 5 second measurement time are compared with conventional thermographic measurements of the temperature distribution at the concrete surface which require a 10 minute measurement time. Theoretical results are also presented of the predicted temperature versus time curves expected for rebar inside concrete with and without air defects at the rebar-concrete interface. These results predict that a rebar-concrete interface could be distinguished from a rebar-air interface with only 1 second of heating. The theoretical results further show that the presence of an air layer of finite thickness between rebar and concrete after about 2 seconds could be detected with a 2 second heating time. !2
机译:摘要:描述了一种基于微波的钢筋腐蚀检测方法。用感应加热器加热混凝土内部的钢筋,然后使用微波反射法探测混凝土内部的钢筋的表面温度。这与监视混凝土表面温度并且依赖于等待相当长的时间以使热量从钢筋流向混凝土表面的红外热成像方法相反。将给出在实验室中故意腐蚀钢筋内部混凝土的一系列试样的结果。将在5秒钟的测量时间内进行的微波热反射率测量结果与需要10分钟的测量时间的混凝土表面温度分布的常规热成像测量结果进行比较。还给出了在钢筋混凝土界面处有或没有空气缺陷的情况下,混凝土内部钢筋的预计温度与时间曲线的理论结果。这些结果表明,仅加热1秒即可将钢筋混凝土界面与钢筋空气界面区分开。理论结果进一步表明,在2秒的加热时间内,大约2秒钟后即可检测到钢筋和混凝土之间存在厚度有限的空气层。 !2

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