Technical Papers
Jun 28, 2024

Multidamage Identification in High-Resolution Concrete Bridge Component Imagery Based on Deep Learning

Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 5

Abstract

The identification of damage to concrete bridge surfaces is of great significance to maintaining the durability and reliability of bridges. However, it is difficult to identify small areas of damage, especially in high-resolution images. To conduct damage identification research in a targeted manner, this paper proposes a method of multidamage identification in high-resolution images based on You Only Look Once version 5 (YOLOv5). In this paper, a data set labeled with four types of damage (crack, spallation, hole, and rebar) is used for training, validation, and testing. To ensure that the network adequately learns the damage features, the high-resolution images are cropped into subimages via the autoadaptive window cropping method (AWCM) proposed in this paper. The cropping method can crop images according to the label information and protect the damage features from destruction during the cropping process. To avoid overfitting, it is necessary to balance the volume of different types of damage. After balancing, the count for each category is as follows: crack (4,980), spallation (5,225), hole (5,211) and rebar (5,020). The balanced data set can be used to train the deep learning network and construct the multidamage identification model. After identification, the subimages, and the prediction boxes of damages in them are restored to their original high-resolution images. The results show that the mean average precision (mAP) of all classes is 94.2%, and the values for cracks, spallation, holes, and rebars are 86.9%, 98.1%, 92.3%, and 99.4%, respectively, which indicates that the proposed method outperforms the other three methods (inputting original images directly, the sliding window cropping method, and the random centroid cropping method).

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Data Availability Statement

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

Acknowledgments

This research work was jointly supported by the National Natural Science Foundation of China (Grants Nos. 52250011 and 12002224), and the Fundamental Research Funds for the Central Universities (Grant Nos. DUT22ZD213 and DUT22QN235).

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Information & Authors

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 5October 2024

History

Received: Sep 12, 2023
Accepted: Mar 27, 2024
Published online: Jun 28, 2024
Published in print: Oct 1, 2024
Discussion open until: Nov 28, 2024

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Hai-En Tang, S.M.ASCE [email protected]
Master’s Student, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Ting-Hua Yi, M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author). Email: [email protected]; [email protected]
Song-Han Zhang, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Chong Li, Ph.D. [email protected]
Senior Engineer, CCCC Highway Bridges National Engineering Research Centre Co., Ltd., No. 23 Huangsi St., Xicheng District, Beijing 100120, China. Email: [email protected]

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