Investigating high rail side wear in urban transit track through numerical simulation and field monitoring

Abstract One of the major track issues in urban rail transit is the rail side wear, especially at the high rail on sharp curves. The mechanism of rail side wear is very complex and has not been fully understood. This study attempts to characterize the progressive development of high rail side wear in a transit track with heavy traffic. A numerical vehicle-track model is developed based on multi-body dynamics and the modified Archard wear formula and is used to perform a parametric analysis. The side wear development trend observed in the field is in good agreement with the results calculated from the numerical mode. According to the results obtained from this study, the side wear during the life-cycle of the high rail can be approximately characterized into three stages: 1) Stage I, rail wear initiates at the gauge side corner; 2) Stage II, side wear propagates linearly; 3) Stage III, side wear propagates exponentially. The parametric analysis suggests that three maintenance activities may ease the development rate of the high rail side wear in Stage III. These include increasing the rail inclination, adjusting the track gauge on time, and restoring the rail profile of the low rail.