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Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning

Bridge deck pavement damage has a significant effect on the driving safety and long-term durability of bridges. To achieve the damage detection and localization of bridge deck pavement, a three-stage detection method based on the you-only-look-once version 7 (YOLOv7) network and the revised LaneNet...

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Autores principales: Ni, Youhao, Mao, Jianxiao, Fu, Yuguang, Wang, Hao, Zong, Hai, Luo, Kun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10255204/
https://www.ncbi.nlm.nih.gov/pubmed/37299865
http://dx.doi.org/10.3390/s23115138
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author Ni, Youhao
Mao, Jianxiao
Fu, Yuguang
Wang, Hao
Zong, Hai
Luo, Kun
author_facet Ni, Youhao
Mao, Jianxiao
Fu, Yuguang
Wang, Hao
Zong, Hai
Luo, Kun
author_sort Ni, Youhao
collection PubMed
description Bridge deck pavement damage has a significant effect on the driving safety and long-term durability of bridges. To achieve the damage detection and localization of bridge deck pavement, a three-stage detection method based on the you-only-look-once version 7 (YOLOv7) network and the revised LaneNet was proposed in this study. In stage 1, the Road Damage Dataset 202 (RDD2022) is preprocessed and adopted to train the YOLOv7 model, and five classes of damage were obtained. In stage 2, the LaneNet network was pruned to retain the semantic segmentation part, with the VGG16 network as an encoder to generate lane line binary images. In stage 3, the lane line binary images were post-processed by a proposed image processing algorithm to obtain the lane area. Based on the damage coordinates from stage 1, the final pavement damage classes and lane localization were obtained. The proposed method was compared and analyzed in the RDD2022 dataset, and was applied on the Fourth Nanjing Yangtze River Bridge in China. The results shows that the mean average precision (mAP) of YOLOv7 on the preprocessed RDD2022 dataset reaches 0.663, higher than that of other models in the YOLO series. The accuracy of the lane localization of the revised LaneNet is 0.933, higher than that of instance segmentation, 0.856. Meanwhile, the inference speed of the revised LaneNet is 12.3 frames per second (FPS) on NVIDIA GeForce RTX 3090, higher than that of instance segmentation 6.53 FPS. The proposed method can provide a reference for the maintenance of bridge deck pavement.
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spelling pubmed-102552042023-06-10 Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning Ni, Youhao Mao, Jianxiao Fu, Yuguang Wang, Hao Zong, Hai Luo, Kun Sensors (Basel) Article Bridge deck pavement damage has a significant effect on the driving safety and long-term durability of bridges. To achieve the damage detection and localization of bridge deck pavement, a three-stage detection method based on the you-only-look-once version 7 (YOLOv7) network and the revised LaneNet was proposed in this study. In stage 1, the Road Damage Dataset 202 (RDD2022) is preprocessed and adopted to train the YOLOv7 model, and five classes of damage were obtained. In stage 2, the LaneNet network was pruned to retain the semantic segmentation part, with the VGG16 network as an encoder to generate lane line binary images. In stage 3, the lane line binary images were post-processed by a proposed image processing algorithm to obtain the lane area. Based on the damage coordinates from stage 1, the final pavement damage classes and lane localization were obtained. The proposed method was compared and analyzed in the RDD2022 dataset, and was applied on the Fourth Nanjing Yangtze River Bridge in China. The results shows that the mean average precision (mAP) of YOLOv7 on the preprocessed RDD2022 dataset reaches 0.663, higher than that of other models in the YOLO series. The accuracy of the lane localization of the revised LaneNet is 0.933, higher than that of instance segmentation, 0.856. Meanwhile, the inference speed of the revised LaneNet is 12.3 frames per second (FPS) on NVIDIA GeForce RTX 3090, higher than that of instance segmentation 6.53 FPS. The proposed method can provide a reference for the maintenance of bridge deck pavement. MDPI 2023-05-28 /pmc/articles/PMC10255204/ /pubmed/37299865 http://dx.doi.org/10.3390/s23115138 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Ni, Youhao
Mao, Jianxiao
Fu, Yuguang
Wang, Hao
Zong, Hai
Luo, Kun
Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title_full Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title_fullStr Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title_full_unstemmed Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title_short Damage Detection and Localization of Bridge Deck Pavement Based on Deep Learning
title_sort damage detection and localization of bridge deck pavement based on deep learning
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10255204/
https://www.ncbi.nlm.nih.gov/pubmed/37299865
http://dx.doi.org/10.3390/s23115138
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