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Theoretical Research and Numerical Simulation for Defects Detection of Concrete with Infrared Thermograph (IRT)

机译:红外温度计混凝土缺陷检测理论研究及数值模拟(IRT)

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Concrete is the important material for Engineering structure, the method to detect the strength of concrete are different, and the rank of strength are not the same, the important reason is that concrete is similar to Composites, the failure mechanism is original defects damaged and performance deteriorative under the effect of loading and corrosive environment. Because the chaos destroyed by damage concrete, the detection of infrared imaging for concrete defect, will be characterized using fractal dimension and concrete damage and fracture criterion and building a viable platform bridge, and the method to detect concrete defect and the accuracy are the key of research topics, through its theory research and the numerical simulation of finite element heat conduction, demonstrated the feasibility and reliability of the method, established the foundation for the follow-up infrared imaging dimension calculations. The paper analyzes the current technical routes and methods of concrete defect detection and strength test, elaborated the theoretical basis and calculation formula of defective concrete depth that detect from precision advanced infrared thermal image, and through the software of Matlab to simulate the FEM heat as well as the calculate and simulate of defect depth, given the original data. There is a need to explain, also can be defined as the temperature gradient and temperature coefficient of thermal infrared, Comprehensive analysis the shape and borders of defect, this can, from the perspective of three-dimensional to judge availability, size, location, size and extent of defect through infrared thermal imaging technology that high resolution.
机译:混凝土是工程结构的重要材料,检测混凝土强度的方法不同,而且力量等级不一样,重要原因是混凝土类似于复合材料,失效机制是原始缺陷的原始缺陷损坏和性能在装载和腐蚀性环境的影响下进行了劣化。由于损坏混凝土破坏的混沌,使用分形尺寸和混凝土损坏和裂缝标准和建筑物的裂缝标准,以及检测混凝土缺陷的方法以及精度来表征对混凝土缺陷的红外成像的检测。研究主题,通过其理论研究和有限元热传导的数值模拟,证明了该方法的可行性和可靠性,建立了后续红外成像尺寸计算的基础。本文分析了当前的技术路线和具体缺陷检测和强度测试方法,阐述了检测精密先进红外热图像的有缺陷混凝土深度的理论基础和计算公式,并通过MATLAB软件模拟了FEM热量考虑到原始数据,作为计算和模拟缺陷深度。需要解释,也可以定义为温度梯度和温度的热红外系数,综合分析形状和边界的缺陷,这可以从三维的角度判断可用性,尺寸,位置,尺寸通过红外线热成像技术的缺陷程度高分辨率。

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