Comparative study investigates conductor rail and track irregularities affecting metro system performance, suggesting integration for future assessments.
The dynamic characteristics of the collector shoe–conductor rail interaction directly affect the operational performance of metro systems. Although irregularities exist in both the track and the conductor rail, their relative influence on interaction dynamics has not been comprehensively compared. This study develops a coupled train–track–shoe–rail dynamic model to investigate these effects. Specifically, the conductor rail is modeled using a localized approach based on the Arbitrary Lagrangian–Eulerian (ALE) method. This is integrated with a multibody collector shoe model and an existing train–track interaction model to form a comprehensive simulation framework. After validating the model, the impacts of track irregularity, conductor rail irregularity, and support spacing are analyzed and compared. The results demonstrate that while conductor rail irregularity is the primary driver of contact loss, standard track irregularity can also account for approximately 10% of the dynamic response variation. Consequently, both factors must be integrated into future studies of collector shoe–conductor rail dynamics.
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Pan et al. (2026) studied this question.
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