Prediction of top-of-rail friction control effects on rail RCF suppressed by wear

Abstract Rolling contact fatigue (RCF) and wear, two major deterioration processes, limit the lifetime of rails. These deterioration processes are even more severe on the curves of tracks used by heavy haul trains. Because wear is a material removing process, it can suppress the formation of RCF (also known as surface initiated cracks). In railways, cracks have a higher risk of instigating a catastrophic failure than wear; hence, it is comparatively better to have wear than to have cracks. By controlling the top-of-rail friction, both of these deteriorating processes can be reduced to enhance the lifetime of rails. In order to achieve these possible advantages, the infrastructure manager of the Swedish railway is planning to implement a top-of-rail friction control technology on the iron ore line in northern Sweden wherein RCF is a major problem on the curves. The present study uses a damage index model in a multi-body simulation software and predicts the probability of RCF formation with suppressing effect of wear for different friction control values. The effect of friction control is simulated on curve radii ranging from 200 to 3000 m and axle loads ranging from 30 to 40 t at a constant train speed of 60 km/h. Findings show that on a very sharp circular curve, radius

[1]  Elena Kabo,et al.  An engineering model for prediction of rolling contact fatigue of railway wheels , 2002 .

[2]  J. J. Kalker,et al.  A Fast Algorithm for the Simplified Theory of Rolling Contact , 1982 .

[3]  J. J. Kalker,et al.  SURVEY OF WHEEL-RAIL ROLLING CONTACT THEORY , 1979 .

[4]  Maksym Spiryagin,et al.  Research methodology for evaluation of top-of-rail friction management in Australian heavy haul networks , 2014 .

[5]  K. Johnson,et al.  Plastic flow and shakedown of the rail surface in repeated wheel-rail contact , 1991 .

[6]  D. F. Cannon,et al.  Rail rolling contact fatigue Research by the European Rail Research Institute , 1996 .

[7]  Sebastian Stichel,et al.  Wheel damage on the Swedish iron ore line investigated via multibody simulation , 2014 .

[8]  M C Burstow,et al.  APPLICATION OF THE WHOLE LIFE RAIL MODEL TO CONTROL ROLLING CONTACT FATIGUE , 2002 .

[9]  Yasushi Oka,et al.  Field studies of the effect of friction modifiers on short pitch corrugation generation in curves , 2008 .

[10]  R. Stock,et al.  The effects of top of rail friction modifier on wear and rolling contact fatigue : Full-scale rail-wheel test rig evaluation, analysis and modelling , 2008 .

[11]  J. Casselgren,et al.  Measurements of friction coefficients between rails lubricated with a friction modifier and the wheels of an IORE locomotive during real working conditions , 2015 .

[12]  E. Magel,et al.  Rolling Contact Fatigue: A Comprehensive Review , 2011 .

[13]  Yoshihiro Suda,et al.  Development of onboard friction control , 2005 .

[14]  Xin Lu,et al.  Friction management on a Chinese heavy haul coal line , 2012 .

[15]  Babette Dirks,et al.  Simulation and Measurement of Wheel on Rail Fatigue and Wear , 2015 .

[16]  J. R. Evans,et al.  Optimising the wheel/rail interface on a modern urban rail system , 2008 .

[17]  Makoto Ishida,et al.  The effect of lateral creepage force on rail corrugation on low rail at sharp curves , 2002 .

[18]  Simon Iwnicki,et al.  A predictive model of energy savings from top of rail friction control , 2014 .

[19]  Ulf Olofsson,et al.  Influence of leaf, humidity and applied lubrication on friction in the wheel-rail contact: Pin-on-disc experiments , 2004 .

[20]  Zili Li,et al.  The influence of rail lubrication on energy dissipation in the wheel/rail contact: A comparison of simulation results with field measurements , 2015 .