Simulation-derived semantic features enabling zero-shot domain adaptation for rail fastener failure detection in unseen scenarios
• Physics-informed semantic features are extracted from simulation data to enable zero-shot domain adaptation and improve early failure detection in railway infrastructure. • Domain adaptation combined with contrastive learning enhances generalization and discriminative capability across diverse and unlabeled real-world datasets. • The proposed SSFZSDA framework achieves 99.7% accuracy in track-based fastener loosening detection and 92.0% accuracy with vehicle-mounted sensors, demonstrating both high effectiveness and robustness in practical deployment. Rail fasteners are crucial components in maintaining the structural integrity of railway infrastructure, and timely identification of fastener failures is essential for ensuring operational safety. Conventional deep learning methods for structural health monitoring rely heavily on extensive labelled failure data for effective model training. This becomes particularly challenging when dealing with early-stage failures (e.g., fastener loosening), where such labelled data may be scarce or unavailable. To address this issue, we propose a simulation-derived semantic features enabling zero-shot domain adaptation (SSFZSDA) method, designed to enhance the generalization capabilities by transferring learned semantic features from simulated datasets to unlabelled real-world datasets. Specifically, semantic features that implicitly represent various structural health conditions are extracted from the simulation dataset using vehicle-track coupled dynamics. By integrating these semantic features with real-world healthy data through domain adaptation and contrastive learning techniques, the proposed method is capable of effectively detecting failures in previously unseen practical scenarios. The results demonstrate that SSFZSDA achieves 99.7% accuracy in detecting three distinct levels of fastener loosening based on track acceleration data, while also demonstrating excellent performance based on vehicle-mounted acceleration data, achieving 92% identification accuracy. The proposed method’s effectiveness and generalization are validated through comparative analysis, outperforming other state-of-the-art zero-shot domain adaptation methods.
Authors
- Lihua Tang (ORCID: https://orcid.org/0000-0001-9031-4190)
- Kean Chin Aw (ORCID: https://orcid.org/0000-0001-9308-508X)
- Siwei Li (ORCID: https://orcid.org/0000-0003-1985-8149)
- Minjung Kim
- Shaohua Wang (ORCID: https://orcid.org/0009-0007-7701-7889)
Institutions
- University of Auckland (NZ)
Publication Details
- Journal
- Engineering Failure Analysis
- Published
- 2025-10-04
- DOI
- https://doi.org/10.1016/j.engfailanal.2025.110186
- Primary Topic
- Infrastructure Maintenance and Monitoring
- Type
- article
- Field-Weighted Citation Impact
- 0.00