A new deep learning-based approach for concrete crack identification and damage assessment

被引:0
|
作者
Guo, Fuyan [1 ]
Cui, Qi [1 ]
Zhang, Hongwei [1 ]
Wang, Yue [1 ]
Zhang, Huidong [2 ]
Zhu, Xinqun [3 ]
Chen, Jiao [1 ]
机构
[1] Tianjin Chengjian Univ, Sch Control & Mech Engn, 26 Jingjin Rd, Tianjin 300384, Peoples R China
[2] Tianjin Chengjian Univ, Sch Civil Engn, Tianjin, Peoples R China
[3] Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW, Australia
关键词
Concrete structures; crack identification; generating resistance network; U-net model; damage assessment; 3D U-NET; SEGMENTATION;
D O I
10.1177/13694332241266535
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete building structures are prone to cracking as they are subjected to environmental temperatures, freeze-thaw cycles, and other operational environmental factors. Failure to detect cracks in the key building structure at the early stage can result in serious accidents and associated economic losses. A new method using the SE-U-Net model based on a conditional generative adversarial network (CGAN) has been developed to identify small cracks in concrete structures in this paper. This proposed method was a pixel-level U-Net model based on a generative network, that was integrated the original convolutional layer with an attention mechanism, and an SE module in the jump connection section was added to improve the identifiability of the model. The discriminative network compared the generated images with real images using the PatchGAN model. Through the adversarial training of generator and discriminator, the performance of generator in crack image segmentation task is improved, and the trained generation network is used to segment cracks. In damage assessments, the crack skeleton was represented by the individual pixel width and recognized using the binary morphological crack skeleton method, in which the final length, area, and average width of the crack could be determined through the geometric correction index. The results showed that compared with other methods, the proposed method could better identify subtle pixel-level cracks, and the identification accuracy is 98.48%. These methods are of great significance for the identification of cracks and the damage assessment of concrete structures in practice.
引用
收藏
页码:2303 / 2318
页数:16
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