Passive infrared thermography for subsurface delamination detection in concrete infrastructure: Capabilities

被引:4
|
作者
Pozzer, Sandra [1 ]
Omidi, Zahra [1 ]
El Refai, Ahmed [2 ]
Lopez, Fernando [1 ]
Ibarra-Castanedo, Clemente [1 ]
Maldague, Xavier [1 ]
机构
[1] Univ Laval, Dept Elect & Comp Engn, 1065 Ave Medecine, Quebec City, PQ G1V 0A6, Canada
[2] Univ Laval, Dept Civil Engn, 1065 Ave Med, Quebec City, PQ G1V 0A6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Infrared thermography; Nondestructive inspection; Concrete; Solar loading; Signal processing; Subsurface delamination; Civil engineering structures; INSPECTION; IDENTIFICATION;
D O I
10.1016/j.conbuildmat.2024.135542
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Passive infrared thermography (IRT) has been introduced as a faster, safer, and contactless alternative for the nondestructive inspection of subsurface delamination in concrete infrastructure. However, some uncertainties remain, such as the absence of an inspection protocol to inspect multiple concrete components and the dependence of the technique's performance on environmental conditions and solar energy. This study presents a proof of concept about the capabilities of passive IRT in detecting subsurface damages in multiple concrete components under variate solar exposure. The passive IRT capabilities are explored by analyzing the thermal sequences obtained from samples of artificially damaged concrete structures inspected over 24 h in various environmental conditions over three seasons. As a result, damages with a size -to -depth (S/D) ratio between 1.0 and 2.7 were detected using the thermal contrast method. Furthermore, the implementation of signal processing techniques yielded an improvement in capabilities ranging from 15% to 52%. Finally, a procedure for acquiring data while inspecting multiple concrete components using passive IRT is proposed.
引用
收藏
页数:21
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