Crack identification in concrete, using digital image correlation and neural network

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL
Jingyi Wang, Dong Lei, Kaiyang Zhou, Jintao He, Feipeng Zhu, Pengxiang Bai
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Abstract

In engineering applications, concrete crack monitoring is very important. Traditional methods are of low efficiency, low accuracy, have poor timeliness, and are applicable in only a limited number of scenarios. Therefore, more comprehensive detection of concrete damage under different scenarios is of high value for practical engineering applications. Digital image correlation (DIC) technology can provide a large amount of experimental data, and neural network (NN) can process very rich data. Therefore, NN, including convolutional neural networks (CNN) and back propagation neural networks (BP), can be combined with DIC technology to analyze experimental data of three-point bending of plain concrete and four-point bending of reinforced concrete. In addition, strain parameters can be used for training, and displacement parameters can be added for comprehensive consideration. The data obtained by DIC technology are grouped for training, and the recognition results of NN show that the combination of strain and displacement parameters, i.e., the response of specimen surface and whole body, can make results more objective and comprehensive. The identification results obtained by CNN and BP show that these technologies can accurately identify cracks. The identification results for reinforced concrete specimens are less affected by noise than those of plain concrete specimens. CNN is more convenient because it can identify some features directly from images, recognizing the cracks formed by macro development. BP can issue early warning of the microscopic cracks, but it requires a large amount of data and computation. It can be seen that CNN is more intuitive and efficient in image processing, and is suitable when low accuracy is adequate, while BP is suitable for occasions with greater accuracy requirements. The two tools have advantages in different situations, and together they can play an important role in engineering monitoring.

利用数字图像相关性和神经网络识别混凝土裂缝
在工程应用中,混凝土裂缝监测非常重要。传统方法效率低、精度低、时效性差,而且只适用于有限的几种情况。因此,在实际工程应用中,更全面地检测不同情况下的混凝土损伤具有很高的价值。数字图像相关(DIC)技术可以提供大量的实验数据,而神经网络(NN)可以处理非常丰富的数据。因此,包括卷积神经网络(CNN)和反向传播神经网络(BP)在内的神经网络可以与 DIC 技术相结合,分析素混凝土三点弯曲和钢筋混凝土四点弯曲的实验数据。此外,应变参数可用于训练,位移参数可用于综合考虑。将 DIC 技术获得的数据分组进行训练,NN 的识别结果表明,结合应变和位移参数,即试件表面和整体的响应,可以使结果更加客观和全面。CNN 和 BP 的识别结果表明,这些技术可以准确识别裂缝。与普通混凝土试样相比,钢筋混凝土试样的识别结果受噪声的影响较小。CNN 更为方便,因为它可以直接从图像中识别一些特征,识别宏观发展形成的裂缝。BP 可以对微观裂缝发出预警,但需要大量的数据和计算。由此可见,CNN 在图像处理方面更直观、更高效,适用于精度要求不高的场合,而 BP 则适用于精度要求较高的场合。这两种工具在不同情况下各有优势,共同在工程监测中发挥重要作用。
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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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