Technical Papers
Mar 25, 2023

Toward High-Precision Crack Detection in Concrete Bridges Using Deep Learning

Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 3

Abstract

Concrete cracks that cause durability problems and bearing capacity failure are critical for evaluating the in-service performance of concrete bridges. It is still challenging for deep-learning methods to accurately detect and quantify concrete cracks. To improve detection precision, a computer-vision (CV)-based crack detection framework is presented in this study. The proposed framework introduces redesigned deep convolutional generative adversarial networks (DCGANs) and extends the dataset of concrete crack images by generating synthetic examples from collected crack images. Based on the enlarged dataset and the you-only-look-once version 5s (YOLOv5s) algorithm, model training and crack detection are conducted through backbone, bottleneck, and prediction part. Subsequently, two algorithms, including the Ostu method and the medial axis algorithm, are combined to calculate the length and width of concrete cracks. Experimental tests compared the YOLOv5s model with YOLO series algorithms, region-based fast convolutional neural network (faster R-CNN), and single shot multibox detector (SSD). The dataset augmentation by redesigned DCGANs increased mean average precision (mAP) by 3.7%, and YOLOv5s outperformed in detection speed with 43.5  frames/s. The crack size measurement of concrete members in the laboratory demonstrates that the calculation of crack size is achieved at pixel level. The proposed concrete crack detection framework can meet precision requirements and provide a promising measure for patrol inspection.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors greatly acknowledge the financial support from the National Natural Science Foundation of China (51978155 and 52108274) and Postgraduate Research & Practice Innovation Program of Jiangsu Province (Grant No. SJCX21_0056). The authors also thank Postdoctoral Fellow Yiming Zhang of The Hong Kong Polytechnic University, doctoral candidate Hui Gao, and doctoral candidate Ruijun Liang of Southeast University for paper writing and computing. Finally, contributions by the anonymous reviewers are also highly appreciated.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 3June 2023

History

Received: Jul 8, 2022
Accepted: Jan 20, 2023
Published online: Mar 25, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 25, 2023

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Ph.D. Candidate, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Jianxiao Mao, Ph.D. [email protected]
Associate Professor, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Professor, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-1187-0824. Email: [email protected]
Zhuo Xi, Ph.D. [email protected]
Professor, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Master’s Student, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]

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