Wheel-rail contact modelling and analysis, considering profiles types and lateral displacement

The separation between the contacting surfaces in wheel-rail contact depends on many variables such as wheel and rail profiles, rail inclination, gauge, and lateral displacement. Although the S1002 wheel profile and UIC60 rail seems to be the most common combination in the European rail sector currently, interoperability is still affected by the different values of the rail inclination, which can vary between 1/40, 1/30 and 1/20. This study analyses some particular cases in Romania, where the S78 wheel profile is commonly used, in conjunction with rail types UIC49 and UIC60, with rail inclination 1/20. The paper presents the wheel-rail contact model, developed mainly to analyse and estimate the impact of wheel and rail profile modifications caused by wear, and of lateral displacements, as well. A fast and robust algorithm has been developed and applied to solve the stress state in the general case of non-Hertzian contacts, to enable the analysis of the pressure distributions and determine the influence of these deviations. This elastic-plastic model enables a fast analysis of the influence of different parameters such as load level and contact geometry, including the profiles’ changes due to the wear process.

[1]  Dieter Weichert,et al.  Inelastic behaviour of structures under variable repeated loads : direct analysis methods , 2002 .

[2]  William H. Press,et al.  Numerical recipes , 1990 .

[3]  David A. Hills,et al.  Mechanics of elastic contacts , 1993 .

[4]  L. Keer,et al.  A numerical method for solving rough contact problems based on the multi-level multi-summation and conjugate gradient techniques , 1999 .

[5]  Elena Kabo,et al.  Fatigue initiation in railway wheels — a numerical study of the influence of defects , 2002 .

[6]  Jens C. O. Nielsen,et al.  Assessment of methods for calculating contact pressure in wheel–rail/switch contact , 2006 .

[7]  F. W. Carter,et al.  On the action of a locomotive driving wheel , 1926 .

[8]  F. Franklin,et al.  Surface roughness and plastic flow in rail wheel contact , 2002 .

[9]  John A. Williams,et al.  The influence of repeated loading, residual stresses and shakedown on the behaviour of tribological contacts , 2005 .

[10]  Takahisa Kato,et al.  Influence of a Hard Surface Layer on the Limit of Elastic Contact—Part I: Analysis Using a Real Surface Model , 1997 .

[11]  Klaus Knothe,et al.  Advanced Contact Mechanics–Road and Rail , 2001 .

[12]  Spiridon S. Creţu,et al.  Pressures Distributions and Depth Stresses Developed in Concentrated Contacts Between Elements With Non-Gaussian Rough Surfaces , 2012 .

[13]  M. Berg,et al.  Impact of non-elliptic contact modelling in wheel wear simulation , 2008 .

[14]  Giulio Maier,et al.  Shakedown analysis of train wheels by Fourier series and nonlinear programming , 2004 .

[15]  I. Y. Shevtsov Wheel/rail interface optimisation , 2008 .

[16]  Hugues Chollet,et al.  Wheel – Rail Contact , 2006 .

[17]  Daniel Nelias,et al.  A Three-Dimensional Semianalytical Model for Elastic-Plastic Sliding Contacts , 2007 .