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用于混凝土缺陷检测的主成分热成像技术

Principal Component Thermography for Defect Detection in Concrete.

作者信息

Milovanović Bojan, Gaši Mergim, Gumbarević Sanjin

机构信息

Faculty of Civil Engineering, Department of Materials, Fra Andrije Kačića Miošića 26, University of Zagreb, 10000 Zagreb, Croatia.

出版信息

Sensors (Basel). 2020 Jul 13;20(14):3891. doi: 10.3390/s20143891.

Abstract

The goal of the condition assessment of concrete structures is to gain an insight into current condition of concrete and the existence of defects, which decrease durability and usability of the structure. Defects are quite difficult to detect using infrared thermography when concrete elements cannot be thermally excited with the Sun, together with unfavorable thermophysical properties of concrete structures. In this paper, principal component thermography (PCT) is applied as a post-processing method to a sequence of thermograms in order to enhance defect detectability in concrete structures. Defects are detected by analyzing a set of empirical orthogonal functions (EOFs), which were acquired by applying principal component analysis to a sequence of thermograms. The research was performed using concrete samples containing known defects, which were tested using a step heating thermography setup. The results of presented research show that PCT is an effective post-processing method to improve defect detection in concrete structures. By effectively improving the defect detection, PCT has a potential to improve the non-destructive testing (NDT) accuracy of using infrared thermography (IRT) on concrete structures, especially in shaded areas of such structures. The research also shows the defect detectability depending on concrete type thermal excitation setup and defect geometry.

摘要

混凝土结构状态评估的目标是深入了解混凝土的当前状态以及缺陷的存在情况,这些缺陷会降低结构的耐久性和可用性。当混凝土构件无法被太阳热激发,且混凝土结构具有不利的热物理性质时,使用红外热成像技术很难检测到缺陷。在本文中,主成分热成像(PCT)作为一种后处理方法应用于一系列热成像图,以提高混凝土结构中缺陷的可检测性。通过分析一组经验正交函数(EOF)来检测缺陷,这些函数是通过对一系列热成像图应用主成分分析获得的。研究使用了含有已知缺陷的混凝土样本,并通过步进加热热成像装置进行测试。研究结果表明,PCT是一种有效的后处理方法,可提高混凝土结构中缺陷的检测能力。通过有效提高缺陷检测能力,PCT有潜力提高在混凝土结构上使用红外热成像(IRT)的无损检测(NDT)精度,特别是在这类结构的阴影区域。研究还表明了缺陷的可检测性取决于混凝土类型、热激发装置和缺陷几何形状。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/44b1/7412151/0f764e5075f9/sensors-20-03891-g001.jpg

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