Data-Driven In-Train Force Monitoring Under Changing Consist Configurations and Loads
DOI:
https://doi.org/10.66857/jirt.v3i2.69Keywords:
In-train force, data-driven modeling, consist configuration, railway dynamicsAbstract
The reliable monitoring of in-train forces is a critical component for ensuring the safety and efficiency of heavy-haul railway operations. Excessive longitudinal forces can lead to severe operational failures, including coupler breakage, train separation, and catastrophic derailments. Traditionally, these forces have been estimated using computationally expensive physics-based longitudinal train dynamics models, which struggle to adapt to real-time operations due to their reliance on static parameters and deterministic assumptions. This paper presents a comprehensive data-driven approach to monitor and predict in-train forces under dynamically changing consist configurations and varying payload distributions. By leveraging advanced machine learning algorithms, the proposed framework integrates multidimensional operational data, including locomotive control inputs, track topography, and historical sensor readings. We explore the transition from classical physical modeling to modern artificial intelligence techniques, evaluating models ranging from ensemble tree-based methods to recurrent neural networks designed for sequential time-series forecasting. Special attention is given to the challenge of varying train configurations, where the number, type, and weight of wagons change frequently, rendering static models obsolete. Through extensive analysis of simulated and real-world operational datasets, this research demonstrates that data-driven methodologies can achieve high accuracy in predicting draft gear forces and slack action occurrences. The findings provide a scalable, real-time solution for intelligent train control systems, ultimately contributing to enhanced railway safety, reduced maintenance costs, and optimized network capacity.
References
1. Ouyang, Z., & Mayne, P. W. (2018). Calibrating NTH method for ϕ′ in clayey soils using centrifuge CPTu. In Cone Penetration Testing 2018 (pp. 491-497). CRC Press.
2. Baevski, A., Zhou, H., Mohamed, A., & Auli, M. (2020). wav2vec 2.0: A framework for self-supervised learning of speech representations. In Advances in Neural Information Processing Systems.
3. Malik, B. A., Mandhaniya, P., Soni, A. K., & Ouyang, Z. (2024). Numerical modeling and failure analysis of caisson foundations subjected to the monotonic lateral loads. Ocean Engineering, 309, 118491.
4. Yu A, Pang F, Yuan Y, et al. Simultaneous current and vibration measurement based on interferometric fiber optic sensor[J]. Optics & Laser Technology, 2023, 161: 109223.
5. Zhao, Y., Chen, H., Liu, C., Li, Z., Herrmann, C., Hur, J., ... & Xu, M. (2025, October). Toward material-agnostic system identification from videos. In 2025 IEEE/CVF International Conference on Computer Vision (ICCV) (pp. 5944-5956). IEEE.
6. Ouyang, Z., & Mayne, P. W. (2016). New DMT method for evaluating soil unit weight in soft to firm clays. Geotechnical and Geophysical Site Characterisation; Lehane, B., Acosta-Martínez, HE, Kelly, R., Eds, 785-790.
7. López-Acosta, N. P. (2019, November). Evaluating rigidity index, OCR, and su from dilatometer data in soft to firm clays. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges: Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), 17-20 November 2019, Cancun, Mexico (p. 286). IOS Press.
8. Breiman, L. (2001). Random forests. Machine Learning, 45(1), 5–32.
9. Friedman, J. H. (2001). Greedy function approximation: A gradient boosting machine. Annals of Statistics, 29(5), 1189–1232.
10. Jin, X., Qiao, K., Bu, M., Wang, J., Wang, M., & Fang, C. (2025). Intelligent safety evaluation of tunnel lining cracks based on machine learning. Engineering Failure Analysis, 167, 109082.
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Copyright (c) 2026 Ka-Yan Kan, Hiu-Tung Lam, Hoi-Yan Li

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