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Civil-Comp Conferences
ISSN 2753-3239 CCC: 15
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 9.6
A Resilience-Based Metric Framework for Quantifying Dynamic Wheel–Rail Adhesion Recovery T. Wang1,2, W. Wang1,3, J. Ding1,2 and J. Zuo1,2
1College of Transportation, Tongji University, Shanghai, China
Full Bibliographic Reference for this paper
T. Wang, W. Wang, J. Ding, J. Zuo, "A Resilience-Based Metric Framework for Quantifying Dynamic Wheel–Rail Adhesion Recovery", in J. Pombo, (Editor), "Proceedings of the Seventh International Conference on
Railway Technology:
Research, Development and Maintenance
",
Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 15, Paper 9.6, 2026, doi:10.4203/ccc.15.9.6
Keywords: wheel–rail adhesion, resilience metric, braking safety, low adhesion, adhesion recovery, sanding.
Abstract
Low wheel-rail adhesion is a braking-safety concern because the maximum usable adhesion coefficient may be insufficient and its recovery after contamination or adhesion-enhancement intervention can be highly transient. This paper proposes an adhesion-resilience metric framework for quantifying degradation, lag, recovery and post-recovery steady behaviour. Dimensionless indices for robustness, recovery ability, adhesion utilisation efficiency, recovery rate, recovery intensity and temporal response are combined into an integrated adhesion-resilience index. Digitised rolling-contact curves from two published case groups, wet-contact sanding and oil-contamination tests, are re-analysed. Because the source curves use cycles as the horizontal coordinate, a generalised process coordinate is adopted. The results show that the proposed metrics provide information beyond maximum adhesion and support low-adhesion braking-safety assessment.
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