An iterative methodology for the prediction of dynamic vehicle–track interaction and long-term periodic rail wear

Abstract

In this study, a versatile numerical method for the prediction of long-term growth of rail roughness is presented and its functionality is demonstrated for the development of rail corrugation on small radius curves. The procedure includes two sub-modules: (1) a time-domain model for the simulation of dynamic vehicle–track interaction in a wide range of frequencies by using a commercial software for multibody dynamics and (2) a post-calculation of sliding wear based on the Archard’s model in combination with a non-Hertzian and transient wheel–rail contact model. The structural flexibility of the wheelset is accounted for by using the finite element method. The rail wear generated by a large number of passing trains is assessed by recurrently updating the rail surface based on the wear depth calculated in each post-processing step. The current work sets out from a previous study in which a model for the prediction of long-term growth of rail roughness on small radius curves was developed in a general-purpose programming language. By transferring the model into a commercial software, the aim is to develop an engineering tool that is more applicable for different operational conditions, such as various vehicle and track designs and track alignments. The proposed method is verified by comparing the simulation results against those obtained with the pre-existing software. Conditions similar to a 120 m radius curve on the Stockholm metro exposed to corrugation growth on the low rail are considered. The corrugation is found to be generated by the leading wheelsets. The prevailing wavelength-fixing mechanisms are identified and discussed.

Optimal profile design for rail grinding based on wheel–rail contact, stability, and wear development in high-speed electric multiple units

“…This paper applies the widely used Archard wear model for analysis. 20–23 The wear is proportional to the energy expended in the wheel–rail contact. This process can be described by the following equation where V w is the wear volume, k is the wear coefficient, N is the normal force, s is the sliding distance, and H is the hardness of the material.…”

Short-pitch corrugation formation on resilient fastener metro tracks explained using rail-bending vibrations within the bogie wheelbase

“…He found that a high friction coefficient, high lateral creep, and stiff track are necessary conditions for friction-induced mode-coupling instability to form corrugations. Carlberger et al 17 attributed the corrugation on the lower rail of a sharp metro curve to coupled vehicle–track eigenmodes involving the bending mode of the leading wheelset.…”

Effect of rail profile wear on vehicle operation performance in high-speed line

“…Ignesti et al (2014) analyzed rail wear using multibody dynamics theory but did not investigate the effect of rail wear on dynamic performance. Carlberger et al (2018) established a coupled dynamic model of wheel-rail and analyzed the mechanism of corrugation caused by long-term rail wear. The above studies focus on rail wear and rail profile design.…”