Wheel-rail contact model for railway vehicle-structure interaction applications: development and validation

An enhancement in the wheel-rail contact model used in a nonlinear vehicle-structure interaction (VSI) methodology for railway applications is presented, in which the detection of the contact points between wheel and rail in the concave region of the thread-flange transition is implemented in a simplified way. After presenting the enhanced formulation, the model is validated with two numerical applications (namely, the Manchester Benchmarks and a hunting stability problem of a suspended wheelset), and one experimental test performed in a test rig from the Railway Technical Research Institute (RTRI) in Japan. Given its finite element (FE) nature, and contrary to most of the vehicle multibody dynamic commercial software that cannot account for the infrastructure flexibility, the proposed VSI model can be easily used in the study of train-bridge systems with any degree of complexity. The validation presented in this work proves the accuracy of the proposed model, making it a suitable tool for dealing with different railway dynamic applications, such as the study of bridge dynamics, train running safety under different scenarios (namely, earthquakes and crosswinds, among others), and passenger riding comfort.

Automated summary

This paper presents an enhanced wheel-rail contact model for a nonlinear vehicle-structure interaction methodology used in railway applications. The model simplifies the detection of contact points in the concave region of the wheel-rail transition. The validation of the model through numerical applications and experimental tests proves its accuracy and suitability for various railway dynamic applications.