Volume 29, Issue 8 e2981
RESEARCH ARTICLE

Automatic pixel-level crack detection and evaluation of concrete structures using deep learning

Weijian Zhao

Weijian Zhao

College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

Contribution: Conceptualization, Methodology, Validation, Writing - original draft, Writing - review & editing, Supervision

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Yunyi Liu

Yunyi Liu

College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

Contribution: Methodology, Validation, Writing - original draft, Writing - review & editing

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Jiawei Zhang

Jiawei Zhang

College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

Contribution: Conceptualization, Methodology

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Yi Shao

Yi Shao

Dept. of Civil and Environmental Engineering, Stanford University, Stanford, California, USA

Contribution: Conceptualization

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Jiangpeng Shu

Corresponding Author

Jiangpeng Shu

College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China

Correspondence

Jiangpeng Shu, College of Civil Engineering and Architecture, Zhejiang University, 310058 Hangzhou, China.

Email: [email protected]

Contribution: Conceptualization, Supervision

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First published: 26 April 2022
Citations: 54
[Correction added on 4 May 2022, after first online publication: another funder details have been added in the Funding Information and Acknowledgement sections.]

Funding information: National Natural Science Foundation of China, Grant/Award Number: 52108179; Key R&D Program of Zhejiang Province, Grant/Award Number: 2021C01106

Summary

To achieve effective inspection of reinforced concrete structures, a smart solution to obtain quantitative crack information automatically from inspection is essential. Therefore, a novel crack feature pyramid network (Crack-FPN) based on image analysis is proposed, which has a distinctive feature extraction ability and reduced computational cost. In this method, the network is trained using public annotated pixel-level image datasets. Additionally, beam loading tests and image dataset collection were performed to validate the effectiveness of the proposed method. The crack regions of test images are detected by YOLOv5 using bounding boxes and segmented by Crack-FPN. Compared to existing methods, Crack-FPN shows higher detection accuracy and computational efficiency for crack images affected by illumination conditions and complex backgrounds. In terms of crack width estimation, the relative error of the proposed method in a wide crack width range is approximately 5%, which is considerably small compared with manual measurement results.

DATA AVAILABILITY STATEMENT

The data that support the findings of this study are available from the corresponding author upon reasonable request.

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