Technical Papers
Nov 16, 2022

Automatic Quantitative Identification of Bridge Surface Cracks Based on Deep Learning

Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 1

Abstract

To quickly obtain bridge surface crack information to assist bridge condition assessment or maintenance, computer vision technology is used in this paper to quantitatively identify bridge surface cracks. The features of the bridge surface in different parts of the bridge may be quite different. To carry out crack identification research in a targeted manner, first, a classification model is trained based on deep learning to discriminate the surface pattern type of bridges. Then, for the images of bridge surfaces with different features, classification and segmentation models are used to identify the location and profile of the crack in the image; in other words, the existence of the crack is first judged by the trained classification models and pixel-level segmentation is performed by the trained segmentation models on the local region where the crack exists to determine the profile of the crack. Finally, based on the trained models of three types, crack identification is realized in combination with the improved sliding window in high-resolution bridge surface images with multiclass features. According to the identification results, the unconnected cracks are separated by the connected domain. From the results, a general algorithm for calculating the length and width of each crack is established, realizing the quantification of crack identification results regardless of the surface crack form.

Get full access to this article

View all available purchase options and get full access to this article.

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 thank the organizations and institutions that provided the raw open-source datasets. In addition, this research work was jointly supported by the National Natural Science Foundation of China (Grants Nos. 51978128 and 12002224), and the Fundamental Research Funds for the Central Universities (Grant No. DUT22ZD213).

References

Abdelqader, I., O. Abudayyeh, and M. E. Kelly. 2007. “Analysis of edge-detection techniques for crack identification in bridges.” J. Comput. Civ. Eng. 17 (4): 255–263. https://doi.org/10.1061/(ASCE)0887-3801(2003)17:4(255).
Billah, U., H. La, and A. Tavakkoli. 2020. “Deep learning based feature silencing for accurate concrete crack detection.” Sensors-Basel 20 (16): 4403. https://doi.org/10.3390/s20164403.
Celebi, M. E., H. A. Kingravi, and P. A. Vela. 2013. “A comparative study of efficient initialization methods for the k-means clustering algorithm.” Expert Syst. Appl. 40 (1): 200–210. https://doi.org/10.1016/j.eswa.2012.07.021.
Cha, Y. J., W. Choi, and O. Büyüköztürk. 2017. “Deep learning-based crack damage detection using convolutional neural networks.” Comput.-Aided Civ. Inf. 32 (5): 361–378. https://doi.org/10.1111/mice.12263.
Cha, Y. J., W. Choi, G. Suh, S. Mahmoudkhani, and O. Büyüköztürk. 2018. “Autonomous structural visual inspection using region-based deep learning for detecting multiple damage types.” Comput.-Aided Civ. Inf. 33 (9): 731–747. https://doi.org/10.1111/mice.12334.
Chen, S. L., C. F. Duffield, S. Miramini, B. N. K. Raja, and L. Zhang. 2021. “Life-cycle modelling of concrete cracking and reinforcement corrosion in concrete bridges: A case study.” Eng. Struct. 237 (Jun): 112143. https://doi.org/10.1016/j.engstruct.2021.112143.
Chen, T., Z. Cai, X. Zhao, C. Chen, X. Liang, T. Zou, and P. Wang. 2020. “Pavement crack detection and recognition using the architecture of SegNet.” J. Ind. Inf. Integr. 18 (Jun): 100144. https://doi.org/10.1016/j.jii.2020.100144.
Dung, C. V., and L. D. Anh. 2019. “Autonomous concrete crack detection using deep fully convolutional neural network.” Autom. Constr. 99 (Mar): 52–58. https://doi.org/10.1016/j.autcon.2018.11.028.
Han, Q., J. Xu, A. Carpinteri, and G. Lacidogna. 2015. “Localization of acoustic emission sources in structural health monitoring of masonry bridge.” Struct. Control Health 22 (2): 314–329. https://doi.org/10.1002/stc.1675.
Hao, Z., Y. Jiang, H. Yu, and H. D. Chiang. 2021. “Adaptive learning rate and momentum for training deep neural networks.” In Proc., Joint European Conf. on Machine Learning and Knowledge Discovery in Databases, edited by Goebel, R., Y. Tanaka, and Y. Tanaka, 381–396. Bilbao, Spain: ECML-PKDD.
Hutchinson, T. C., and Z. Chen. 2006. “Improved image analysis for evaluating concrete damage.” J. Comput. Civ. Eng. 20 (3): 210–216. https://doi.org/10.1061/(ASCE)0887-3801(2006)20:3(210).
Ji, A., X. Xue, Y. Wang, X. Luo, and W. Xue. 2020. “An integrated approach to automatic pixel-level crack detection and quantification of asphalt pavement.” Autom. Constr. 114 (Jun): 103176. https://doi.org/10.1016/j.autcon.2020.103176.
Jin, T., Z. Li, Y. Ding, S. Ma, and Y. Ou. 2021. “Bridge crack library V1.” Harvard Dataverse. Accessed October 15, 2021. https://doi.org/10.7910/DVN/RURXSH.
Lam, L., W. Lee, and C. Y. Suen. 1992. “Thinning methodologies—A comprehensive survey.” IEEE Trans. Pattern Anal. Mach. Intell. 14 (9): 869–885. https://doi.org/10.1109/34.161346.
Le, C. Y., Y. Bengio, and G. Hinton. 2015. “Deep learning.” Nature 521 (7553): 436–444. https://doi.org/10.1038/nature14539.
Leach, S., Y. Xue, R. Sridhar, S. Paal, Z. Wang, and R. Murphy. 2021. “Data augmentation for improving deep learning models in building inspections or postdisaster evaluation.” J. Perform. Constr. Facil. 35 (4): 04021029. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001594.
Li, G., B. Ma, S. He, X. Ren, and Q. Liu. 2020a. “Automatic tunnel crack detection based on u-net and a convolutional neural network with alternately updated clique.” Sensors-Basel 20 (3): 717. https://doi.org/10.3390/s20030717.
Li, H., H. Xu, X. Tian, Y. Wang, H. Cai, K. Cui, and X. Chen. 2020b. “Bridge crack detection based on SSENets.” Appl. Sci. 10 (12): 4230. https://doi.org/10.3390/app10124230.
Lim, R. S., H. M. La, and W. Sheng. 2014. “A robotic crack inspection and mapping system for bridge deck maintenance.” IEEE Trans. Autom. Sci. Eng. 11 (2): 367–378. https://doi.org/10.1109/TASE.2013.2294687.
Mokhtari, S., L. Wu, and H. B. Yun. 2017. “Statistical selection and interpretation of imagery features for computer vision-based pavement crack-detection systems.” J. Perform. Constr. Facil. 31 (5): 04017054. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001006.
Ouladbrahim, A., I. Belaidi, S. Khatir, E. Magagnini, R. Capozucca, and M. A. Wahab. 2022. “Experimental crack identification of API X70 steel pipeline using improved artificial neural networks based on whale optimization algorithm.” Mech. Mater. 166 (Mar): 104200. https://doi.org/10.1016/j.mechmat.2021.104200.
Song, G. B., H. Gu, Y. L. Mo, T. T. C. Hsu, and H. Dhonde. 2007. “Concrete structural health monitoring using embedded piezoceramic transducers.” Smart Mater. Struct. 16 (4): 959–968. https://doi.org/10.1088/0964-1726/16/4/003.
Sun, Y., Y. Yang, G. Yao, F. Wei, and M. Wong. 2021. “Autonomous crack and Bughole detection for concrete surface image based on deep learning.” IEEE Access 9: 85709–85720. https://doi.org/10.1109/ACCESS.2021.3088292.
Tang, C., B. Shi, C. Liu, L. Zhao, and B. Wang. 2008. “Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils.” Eng. Geol. 101 (3–4): 204–217. https://doi.org/10.1016/j.enggeo.2008.05.005.
Wang, D., Y. Zhang, Y. Pan, B. Peng, H. Liu, and R. Ma. 2020. “An automated inspection method for the steel box girder bottom of long-span bridges based on deep learning.” IEEE Access 8: 94010–94023. https://doi.org/10.1109/ACCESS.2020.2994275.
Xu, J., Y. Dong, Z. Zhang, S. Li, S. He, and H. Li. 2016. “Full scale strain monitoring of a suspension bridge using high performance distributed fiber optic sensors.” Meas. Sci. Technol. 27 (12): 124017–124026. https://doi.org/10.1088/0957-0233/27/12/124017.
Yang, P. F., and C. Wang. 2012. “Research of bridge crack detecting system based on machine vision.” In Vol. 466 of Advanced materials research, 1197–1201. Wollerau, Switzerland: Trans Tech Publications.
Yeum, C. M., and S. J. Dyke. 2015. “Vision-based automated crack detection for bridge inspection.” Comput.-Aided Civ. Inf. 30 (10): 759–770. https://doi.org/10.1111/mice.12141.
Yu, Y., B. Kurian, W. Zhang, C. S. Cai, and Y. Liu. 2021. “Fatigue damage prognosis of steel bridges under traffic loading using a time-based crack growth method.” Eng. Struct. 237 (Jun): 112162. https://doi.org/10.1016/j.engstruct.2021.112162.
Zhou, S., and W. Song. 2020. “Concrete roadway crack segmentation using encoder-decoder networks with range images.” Autom. Constr. 120 (Dec): 103403. https://doi.org/10.1016/j.autcon.2020.103403.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 1February 2023

History

Received: May 30, 2022
Accepted: Aug 31, 2022
Published online: Nov 16, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 16, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Jin-Cheng Yu [email protected]
SIPPR Engineering Group Co., Ltd., 191 Zhongyuan Mid Rd., Zhongyuan District, Zhengzhou City, Henan 450007, China; Master’s Graduate, 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]
Song-Han Zhang, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Hong-Nan Li, F.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Ya-Fei Wang, Ph.D. [email protected]
Senior Engineer, State Key Laboratory for Health and Safety of Bridge Structures, China Railway Bridge Science Research Institute Ltd., Wuhan 430034, China. Email: [email protected]
Xiu-Dao Mei, Ph.D. [email protected]
Professor of Engineering, State Key Laboratory for Health and Safety of Bridge Structures, China Railway Bridge Science Research Institute Ltd., Wuhan 430034, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Multidamage Identification in High-Resolution Concrete Bridge Component Imagery Based on Deep Learning, Journal of Performance of Constructed Facilities, 10.1061/JPCFEV.CFENG-4671, 38, 5, (2024).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share