Study on structural damage identification based on two-dimensional images and improved convolutional neural networks

IF 3 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Yumin He, Yide Chen, Dan Luo, Li Wang, Yao Li, Xiyang Dai, Nan Hu, Xiaowei Lin, Xue Deng
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引用次数: 0

Abstract

To reduce the cost of structural damage detection, reduce the number of measurement points and samples, and address the issues of low recognition accuracy, weak noise robustness, and poor reliability in traditional deep learning models in the field of structural damage identification. This paper proposes a structural damage identification method that combines a convolutional neural network incorporating the SE attention mechanism and a frequency domain grayscale image (FDGSI). Firstly, a finite element model of a slender beam is established, and vibration signals containing damaged information are collected. Numerical encoding is used to convert the vibration signals into grayscale images (GSIs) using a two-dimensional discrete Fourier transform (2D-DFT), which transform the GSIs from the spatial domain to the frequency domain. Secondly, the SE-CNN and test models are built, and structural damage identification studies are conducted on the datasets by combining different models. The effects of noise data and cross-point data are also analyzed. Finally, the proposed model was validated using the long steel beam dataset and the grandstand simulator dataset from prior studies. The study results show that the model achieved over 99.5% recognition accuracy in the original data of three datasets. In identifying noise data, it achieved recognition accuracies of 99.10%, 98.9%, and over 99%, respectively. In identifying cross-point data, recognition accuracy is achieved at 97.60%, 96.26%, and 99.09%, respectively. These results demonstrate that the proposed method has specific generalization, practicality, and noise-resistant robustness.
基于二维图像和改进卷积神经网络的结构损伤识别研究
降低结构损伤检测成本,减少测量点和样本数量,解决传统深度学习模型在结构损伤识别领域识别精度低、噪声鲁棒性弱、可靠性差的问题。本文提出了一种结合SE注意机制的卷积神经网络和频域灰度图像(FDGSI)的结构损伤识别方法。首先,建立了细长梁的有限元模型,采集了包含损伤信息的振动信号;采用二维离散傅里叶变换(2D-DFT)将振动信号转换为灰度图像(gsi),将灰度图像从空间域转换为频域。其次,建立SE-CNN和试验模型,结合不同模型对数据集进行结构损伤识别研究。分析了噪声数据和交叉点数据的影响。最后,利用先前研究的长钢梁数据集和看台模拟器数据集验证了所提出的模型。研究结果表明,该模型在三个原始数据集上的识别准确率均达到99.5%以上。对噪声数据的识别准确率分别达到99.10%、98.9%和99%以上。在交叉点数据识别中,识别准确率分别达到97.60%、96.26%和99.09%。结果表明,该方法具有一定的通用性、实用性和抗噪声鲁棒性。
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来源期刊
International Journal of Damage Mechanics
International Journal of Damage Mechanics 工程技术-材料科学:综合
CiteScore
8.70
自引率
26.20%
发文量
48
审稿时长
5.4 months
期刊介绍: Featuring original, peer-reviewed papers by leading specialists from around the world, the International Journal of Damage Mechanics covers new developments in the science and engineering of fracture and damage mechanics. Devoted to the prompt publication of original papers reporting the results of experimental or theoretical work on any aspect of research in the mechanics of fracture and damage assessment, the journal provides an effective mechanism to disseminate information not only within the research community but also between the reseach laboratory and industrial design department. The journal also promotes and contributes to development of the concept of damage mechanics. This journal is a member of the Committee on Publication Ethics (COPE).
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