Train derailments pose a critical failure mode in railway systems, often resulting in severe safety hazards and significant financial losses. Understanding how train loading patterns interact with track deficiencies is essential for effective failure analysis and prevention. This paper introduces the Rapid Vehicle–Track Interaction (R-VTI) as a framework to simulate the complexities of dynamic train–track interactions. Central to the framework is the novel Pseudo-Dynamic Coupling (PDC) technique, which enables computation of wheel–rail dynamic forces with substantially greater computational efficiency than currently used coupling techniques. The R-VTI framework supports a wide range of solver techniques and subsystem coupling schemes, making it adaptable for different simulation requirements. The framework is validated against Federal Railroad Administration field measurements, achieving agreement within 5% error. A case study of different train–track configurations shows that the framework can quickly detect when loading patterns and track conditions exceed derailment thresholds. Axle-level results reveal that unloaded cars near the front or middle of the train increase the likelihood of derailment-failure modes. The efficiency of the R-VTI framework enables large-scale scenario analysis, supporting both optimized loading strategies and targeted track maintenance. By providing a robust and scalable solution, the R-VTI framework advances derailment potential assessment practices, offering a practical tool for improving railway safety and operational resilience.
Increasing train speeds and axle loads result in greater demands on the reliability of predictions for vertical bridge accelerations in high-speed rail traffic. Complex multibody models, e.g., in the form of coupling beam models, allow for the explicit consideration of track–structure interaction, thereby improving pre...
Martin Schuster, Samuel Loidl, L. Bettinelli et al.· Applied Sciences· 0 citations
Frost heave of railway subgrades in seasonally frozen regions can severely threaten the safe operation of railway lines. However, the evaluation criteria for railway operational safety remain inconsistent. In this study, a discrete element model of a ballasted track–subgrade system and a vehicle–track dynamic model wer...
Zhongchang Wang, Yin Zhang, Wen-Rui Bian et al.· Engineering Research Express· 0 citations
To assess the long-term fatigue safety of fully enclosed high-speed railway noise barriers and to optimize maintenance strategies, a time-dependent probabilistic reliability framework focusing on fatigue damage and bolt preload relaxation is developed. The stochastic nature of train velocity, load scaling factor, and d...
Ming Li, Jian-Hao Ouyang, Wen-Long Zhao et al.· Applied Sciences· 0 citations
Track–Bridge Interaction (TBI) is an important consideration in the design of high-speed railway bridges, as longitudinal forces induced by train braking and temperature variations can generate additional rail stresses and rail–bridge relative displacements, which may affect the safety and performance of the track syst...
Highway safety is a critical concern for automated vehicles, particularly in dynamic and high-risk scenarios requiring precise braking and trajectory adjustments. This paper presents a comprehensive evaluation of an Automated Emergency Braking (AEB) system designed to enhance safety in diverse highway conditions. Using...
Background: Aircraft turnaround is a finite operational system in which aircraft, passengers, baggage, information, personnel, Ground Service Equipment, and temporal capacity interact under strict safety and time constraints. This study examines how local Operational Disturbances propagate through this architecture and...
Cornel Constantin Tuduriu, L. Milici· Logistics· 0 citations
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