Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle

Active research on crack detection technology for structures based on unmanned aerial vehicles (UAVs) has attracted considerable attention. Most of the existing research on localization of cracks using UAVs mounted the Global Positioning System (GPS)/Inertial Measurement Unit (IMU) on the UAVs to ob...

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Main Authors: Hyun-Jung Woo, Dong-Min Seo, Min-Seok Kim, Min-San Park, Won-Hwa Hong, Seung-Chan Baek
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/22/17/6711
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author Hyun-Jung Woo
Dong-Min Seo
Min-Seok Kim
Min-San Park
Won-Hwa Hong
Seung-Chan Baek
author_facet Hyun-Jung Woo
Dong-Min Seo
Min-Seok Kim
Min-San Park
Won-Hwa Hong
Seung-Chan Baek
author_sort Hyun-Jung Woo
collection DOAJ
description Active research on crack detection technology for structures based on unmanned aerial vehicles (UAVs) has attracted considerable attention. Most of the existing research on localization of cracks using UAVs mounted the Global Positioning System (GPS)/Inertial Measurement Unit (IMU) on the UAVs to obtain location information. When such absolute position information is used, several studies confirmed that positioning errors of the UAVs were reflected and were in the order of a few meters. To address these limitations, in this study, without using the absolute position information, localization of cracks was defined using relative position between objects in UAV-captured images to significantly reduce the error level. Through aerial photography, a total of 97 images were acquired. Using the point cloud technique, image stitching, and homography matrix algorithm, 5 cracks and 3 reference objects were defined. Importantly, the comparative analysis of estimated relative position values and ground truth values through field measurement revealed that errors in the range 24–84 mm and 8–48 mm were obtained on the x- and y-directions, respectively. Also, RMSE errors of 37.95–91.24 mm were confirmed. In the future, the proposed methodology can be utilized for supplementing and improving the conventional methods for visual inspection of infrastructures and facilities.
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spelling doaj.art-22492b7dd96945c3b16a95ec7dc2be5d2023-11-23T14:13:16ZengMDPI AGSensors1424-82202022-09-012217671110.3390/s22176711Localization of Cracks in Concrete Structures Using an Unmanned Aerial VehicleHyun-Jung Woo0Dong-Min Seo1Min-Seok Kim2Min-San Park3Won-Hwa Hong4Seung-Chan Baek5School of Architecture, Civil, Environmental and Energy Engineering, Kyungpook National University, Daegu 41566, KoreaSchool of Architecture, Civil, Environmental and Energy Engineering, Kyungpook National University, Daegu 41566, KoreaSchool of Architecture, Civil, Environmental and Energy Engineering, Kyungpook National University, Daegu 41566, KoreaSchool of Architecture, Civil, Environmental and Energy Engineering, Kyungpook National University, Daegu 41566, KoreaSchool of Architecture, Civil, Environmental and Energy Engineering, Kyungpook National University, Daegu 41566, KoreaDepartment of Architecture, Kyungil University, Gyeongsan 38428, KoreaActive research on crack detection technology for structures based on unmanned aerial vehicles (UAVs) has attracted considerable attention. Most of the existing research on localization of cracks using UAVs mounted the Global Positioning System (GPS)/Inertial Measurement Unit (IMU) on the UAVs to obtain location information. When such absolute position information is used, several studies confirmed that positioning errors of the UAVs were reflected and were in the order of a few meters. To address these limitations, in this study, without using the absolute position information, localization of cracks was defined using relative position between objects in UAV-captured images to significantly reduce the error level. Through aerial photography, a total of 97 images were acquired. Using the point cloud technique, image stitching, and homography matrix algorithm, 5 cracks and 3 reference objects were defined. Importantly, the comparative analysis of estimated relative position values and ground truth values through field measurement revealed that errors in the range 24–84 mm and 8–48 mm were obtained on the x- and y-directions, respectively. Also, RMSE errors of 37.95–91.24 mm were confirmed. In the future, the proposed methodology can be utilized for supplementing and improving the conventional methods for visual inspection of infrastructures and facilities.https://www.mdpi.com/1424-8220/22/17/6711unmanned aerial vehiclescracklocalizationconcrete structure
spellingShingle Hyun-Jung Woo
Dong-Min Seo
Min-Seok Kim
Min-San Park
Won-Hwa Hong
Seung-Chan Baek
Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
Sensors
unmanned aerial vehicles
crack
localization
concrete structure
title Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
title_full Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
title_fullStr Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
title_full_unstemmed Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
title_short Localization of Cracks in Concrete Structures Using an Unmanned Aerial Vehicle
title_sort localization of cracks in concrete structures using an unmanned aerial vehicle
topic unmanned aerial vehicles
crack
localization
concrete structure
url https://www.mdpi.com/1424-8220/22/17/6711
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