Principal Component Thermography for Defect Detection in Concrete

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...

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Main Authors: Bojan Milovanović, Mergim Gaši, Sanjin Gumbarević
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/14/3891
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author Bojan Milovanović
Mergim Gaši
Sanjin Gumbarević
author_facet Bojan Milovanović
Mergim Gaši
Sanjin Gumbarević
author_sort Bojan Milovanović
collection DOAJ
description 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.
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spelling doaj.art-dbe64152175d4e3f81cd87224ec468f12023-11-20T06:38:19ZengMDPI AGSensors1424-82202020-07-012014389110.3390/s20143891Principal Component Thermography for Defect Detection in ConcreteBojan Milovanović0Mergim Gaši1Sanjin Gumbarević2Faculty of Civil Engineering, Department of Materials, Fra Andrije Kačića Miošića 26, University of Zagreb, 10000 Zagreb, CroatiaFaculty of Civil Engineering, Department of Materials, Fra Andrije Kačića Miošića 26, University of Zagreb, 10000 Zagreb, CroatiaFaculty of Civil Engineering, Department of Materials, Fra Andrije Kačića Miošića 26, University of Zagreb, 10000 Zagreb, CroatiaThe 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.https://www.mdpi.com/1424-8220/20/14/3891infrared thermographyconcreteprincipal component analysisnon-destructive testingdefect detection
spellingShingle Bojan Milovanović
Mergim Gaši
Sanjin Gumbarević
Principal Component Thermography for Defect Detection in Concrete
Sensors
infrared thermography
concrete
principal component analysis
non-destructive testing
defect detection
title Principal Component Thermography for Defect Detection in Concrete
title_full Principal Component Thermography for Defect Detection in Concrete
title_fullStr Principal Component Thermography for Defect Detection in Concrete
title_full_unstemmed Principal Component Thermography for Defect Detection in Concrete
title_short Principal Component Thermography for Defect Detection in Concrete
title_sort principal component thermography for defect detection in concrete
topic infrared thermography
concrete
principal component analysis
non-destructive testing
defect detection
url https://www.mdpi.com/1424-8220/20/14/3891
work_keys_str_mv AT bojanmilovanovic principalcomponentthermographyfordefectdetectioninconcrete
AT mergimgasi principalcomponentthermographyfordefectdetectioninconcrete
AT sanjingumbarevic principalcomponentthermographyfordefectdetectioninconcrete