Efficient quantifying track structure cracks using deep learning

IF 9.1 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computer-Aided Civil and Infrastructure Engineering Pub Date : 2025-04-10 DOI:10.1111/mice.13477
Hongshuo Sun, Li Song, Zhiwu Yu
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Abstract

High-speed railway ballastless track structure crack detection usually has a high demand for the efficiency of crack detection technology. To overcome the limitation that current crack quantification methods usually require multiple steps, this paper proposes an efficient quantification method for track structure cracks using deep learning. This method applies the deep neural network (DNN) to the direct prediction of crack severity index values by modifying DNNs used for image classification. This method adopts a deep learning-based multi-step crack quantification method to calculate crack severity index values, establishes a dataset for predicting track structure interlayer crack severity index values using crack width mean values as labels, establishes a dataset for predicting track structure complex crack severity index values using crack width mean values and crack area values as labels, and utilizes the established datasets to train the modified DNNs. This method crops the track structure panorama in spatial order to obtain images, which not only facilitates DNN prediction but also enables the acquisition of more information such as crack distribution. Under the condition of using the data enhancement method, the mean absolute errors (MAEs) of the prediction results of the trained DNNs under the corresponding testing sets are 0.0191 and 0.0183, and the prediction results are in good agreement with the reference values. The image processing rates of the trained DNNs under the corresponding testing sets are all close to 75 images per second (resolution 512 × 512), which are 8.57 and 13.93 times as computationally efficient as the adopted deep learning-based multi-step crack quantification method.

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利用深度学习有效量化轨道结构裂纹
高速铁路无砟轨道结构裂纹检测通常对裂纹检测技术的效率有较高要求。为了克服目前裂纹量化方法通常需要多个步骤的局限性,本文提出了一种利用深度学习的高效轨道结构裂纹量化方法。该方法通过修改用于图像分类的 DNN,将深度神经网络(DNN)应用于裂缝严重程度指数值的直接预测。该方法采用基于深度学习的多步骤裂纹量化方法计算裂纹严重性指数值,以裂纹宽度平均值为标签建立了预测轨道结构层间裂纹严重性指数值的数据集,以裂纹宽度平均值和裂纹面积值为标签建立了预测轨道结构复杂裂纹严重性指数值的数据集,并利用建立的数据集训练修正的 DNN。该方法按空间顺序裁剪轨道结构全景图以获取图像,这不仅有利于 DNN 预测,还能获取更多信息,如裂缝分布。在使用数据增强方法的条件下,训练后的 DNN 在相应测试集下的预测结果的平均绝对误差(MAE)分别为 0.0191 和 0.0183,预测结果与参考值吻合较好。相应测试集下训练的 DNN 的图像处理速率均接近每秒 75 幅图像(分辨率为 512 × 512),计算效率分别是所采用的基于深度学习的多步裂纹量化方法的 8.57 倍和 13.93 倍。
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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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