{"title":"Optimized machine learning methods for identifying the stiffness loss of CRTS-II slab track based on vehicle vibration signals","authors":"Tao Shi , Ping Lou , T.Y. Yang","doi":"10.1016/j.aei.2024.102886","DOIUrl":null,"url":null,"abstract":"<div><div>Vehicle loads and environmental actions inevitably cause stiffness loss in CRTS-II slab track. Accurately identifying the stiffness loss of the slab track has been a crucial issue to the operation safety of vehicle-CRTS-II slab track coupled system (VSCS). However, existing identification methods for the slab track conditions which often focus on a single damage condition of track service status are inefficient and laborious. This study proposes optimized machine learning (ML) methods for automatically identifying the stiffness loss of the CRTS-II slab track utilizing vehicle vibration signals. The proposed methods achieve the intelligent identification of fastener and interface damage in the slab track, with high identification efficiency and low manpower cost. Four selected ML methods, i.e., support vector machine (SVM), random forest (RF), light gradient boosting machine (LGBM), and artificial neural network (ANN) with optimized hyperparameters are developed to identify the stiffness loss of the slab track. 2200 cases from the dynamic model of VSCS under different conditions of fastener and interface failure are generated to train and test the ML models. The proposed ML methods perform well in the training and testing process, demonstrating that the presented ML methods can accurately identify the stiffness loss of the slab track. Furthermore, the stacking-ensemble learning framework is presented to optimize the performance of the above four ML methods for identifying the stiffness loss of the slab track. The maximum improvement in accuracy for the four selected ML models, utilizing the acceleration of vehicle body and bogie, is 109.09 % and 31.58 %, respectively. The stacking generation has strong anti-noise robustness and generalization ability, proving the excellent reliability and stability of the proposed optimized ML methods. The feature importance of the ML method based on the vehicle acceleration is also analyzed. The proposed efficient and capable optimized ML methods are expected to be widely adopted to intelligently identify the complex service status of track structure utilizing vehicle vibration signals.</div></div>","PeriodicalId":50941,"journal":{"name":"Advanced Engineering Informatics","volume":"62 ","pages":"Article 102886"},"PeriodicalIF":8.0000,"publicationDate":"2024-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advanced Engineering Informatics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1474034624005342","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE","Score":null,"Total":0}
引用次数: 0
Abstract
Vehicle loads and environmental actions inevitably cause stiffness loss in CRTS-II slab track. Accurately identifying the stiffness loss of the slab track has been a crucial issue to the operation safety of vehicle-CRTS-II slab track coupled system (VSCS). However, existing identification methods for the slab track conditions which often focus on a single damage condition of track service status are inefficient and laborious. This study proposes optimized machine learning (ML) methods for automatically identifying the stiffness loss of the CRTS-II slab track utilizing vehicle vibration signals. The proposed methods achieve the intelligent identification of fastener and interface damage in the slab track, with high identification efficiency and low manpower cost. Four selected ML methods, i.e., support vector machine (SVM), random forest (RF), light gradient boosting machine (LGBM), and artificial neural network (ANN) with optimized hyperparameters are developed to identify the stiffness loss of the slab track. 2200 cases from the dynamic model of VSCS under different conditions of fastener and interface failure are generated to train and test the ML models. The proposed ML methods perform well in the training and testing process, demonstrating that the presented ML methods can accurately identify the stiffness loss of the slab track. Furthermore, the stacking-ensemble learning framework is presented to optimize the performance of the above four ML methods for identifying the stiffness loss of the slab track. The maximum improvement in accuracy for the four selected ML models, utilizing the acceleration of vehicle body and bogie, is 109.09 % and 31.58 %, respectively. The stacking generation has strong anti-noise robustness and generalization ability, proving the excellent reliability and stability of the proposed optimized ML methods. The feature importance of the ML method based on the vehicle acceleration is also analyzed. The proposed efficient and capable optimized ML methods are expected to be widely adopted to intelligently identify the complex service status of track structure utilizing vehicle vibration signals.
车辆荷载和环境作用不可避免地会造成 CRTS-II 板式轨道的刚度损失。准确识别板轨刚度损失一直是车辆-CRTS-II 板轨耦合系统(VSCS)运行安全的关键问题。然而,现有的板式轨道状况识别方法通常只关注轨道服务状态的单一损坏状况,效率低且费力。本研究提出了利用车辆振动信号自动识别 CRTS-II 板式轨道刚度损失的优化机器学习(ML)方法。所提方法实现了板式轨道扣件和接口损伤的智能识别,识别效率高,人力成本低。所选的四种 ML 方法,即支持向量机 (SVM)、随机森林 (RF)、轻梯度提升机 (LGBM) 和优化超参数的人工神经网络 (ANN) 被用来识别板式轨道的刚度损失。在紧固件和界面失效的不同条件下,从 VSCS 动态模型中生成了 2200 个案例,用于训练和测试 ML 模型。所提出的 ML 方法在训练和测试过程中表现良好,表明所提出的 ML 方法可以准确识别板轨的刚度损失。此外,还提出了堆叠-集合学习框架,以优化上述四种识别板轨刚度损失的 ML 方法的性能。利用车体和转向架的加速度,所选的四种 ML 模型的最大精度分别提高了 109.09 % 和 31.58 %。堆叠生成具有很强的抗噪声鲁棒性和泛化能力,证明了所提出的优化 ML 方法具有出色的可靠性和稳定性。此外,还分析了基于车辆加速度的 ML 方法的特征重要性。所提出的高效、实用的优化 ML 方法有望被广泛应用于利用车辆振动信号智能识别轨道结构的复杂服务状态。
期刊介绍:
Advanced Engineering Informatics is an international Journal that solicits research papers with an emphasis on 'knowledge' and 'engineering applications'. The Journal seeks original papers that report progress in applying methods of engineering informatics. These papers should have engineering relevance and help provide a scientific base for more reliable, spontaneous, and creative engineering decision-making. Additionally, papers should demonstrate the science of supporting knowledge-intensive engineering tasks and validate the generality, power, and scalability of new methods through rigorous evaluation, preferably both qualitatively and quantitatively. Abstracting and indexing for Advanced Engineering Informatics include Science Citation Index Expanded, Scopus and INSPEC.