Unsupervised Discrepancy-Based Domain Adaptation Network to Detect Rail Joint Condition

被引:0
|
作者
Jiang, Gao-Feng [1 ,2 ]
Wang, Su-Mei [1 ,2 ]
Ni, Yi-Qing [1 ,2 ]
Liu, Wen-Qiang [1 ,2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Natl Rail Transit Electrificat & Automat Engn Tech, Hong Kong Branch, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Maglev rail joints; structural damage detection; transfer learning (TL); unsupervised domain adaptation (DA); DAMAGE IDENTIFICATION; VIBRATION;
D O I
10.1109/TIM.2023.3316221
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Damage to maglev rail joints, which connect adjacent rail segments, threatens the safety and comfort of railway systems. Machine learning methods have been used in combination with online monitoring data to assess the health conditions of maglev rail joints. However, most of the existing methods rely on the data collected in controlled scenarios, such as those involving constant train operation speeds. Given the diversity of operational conditions, a model learned from one known case (source domain) cannot be directly applied to the case of interest (target domain). Therefore, this article proposes a domain adaptation (DA) approach to diagnose the health conditions of maglev rail joints in complex operational conditions. The DA is unsupervised because the source and target domains are characterized by labeled and unlabeled samples, respectively. DA is implemented by integrating the sample moments with different orders into the transfer loss of a neural network. By minimizing the transfer loss, the domain shift caused by the difference in the operational conditions can be reduced, and the knowledge of features learned from the neural network is transferred from the source domain to the target domain. The proposed approach is validated over a dataset of time-frequency spectrograms (TFSs) derived from the experimental acceleration data of maglev rail joints in two operation modes: stable passing and braking. The proposed approach can successfully identify the conditions of the maglev rail joints, i.e., bolt-looseness-caused rail step, misalignment-caused lateral dislocation, and normal condition, even when the operation mode of the maglev train changes.
引用
收藏
页数:19
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