Simulation study of thermally initiated rail defects

Ultrasonically detected ‘squat-type’ rail defects are becoming increasingly common on railways throughout the world. On the London Underground (LU) these defects are found on three lines. Focussing on the difference between these lines and others on the LU network has identified vehicles with modern AC traction characteristics as a common theme found only on problem lines. Metallurgical analysis of the defects found that the mechanisms for generation and growth are not consistent with conventional rolling contact fatigue, with evidence of significant thermal input. The defects are only found on open sections. The areas most susceptible to the defects are those where low-speed running is more common. A mathematical model of the traction package has been used to examine the forces and thermal input generated at the wheel–rail interface with modern wheel-spin control systems under wheel slip and adhesion recovery conditions. The outputs have been analysed to assess whether sufficient forces and temperatures are generated to explain the observed rail damage. The results suggest that under certain circumstances wheel-spin recovery generates sufficient rail surface energy for martensitic transformation. Additional modelling suggests that thermal input from wheel-spin aids crack propagation and that regions of slightly degraded (wet as opposed to leaf or oil contaminated) rail adhesion are sufficient to initiate these flaws.

[1]  O. Polách Creep forces in simulations of traction vehicles running on adhesion limit , 2005 .

[2]  S L Grassie,et al.  Studs: a squat-type defect in rails , 2012 .

[3]  C F Logston,et al.  LOCOMOTIVE FRICTION-CREEP STUDIES , 1980 .

[4]  A. Schwab,et al.  Review of Joost Kalker’s Wheel-Rail Contact Theories and Their Implementation in Multibody Codes , 2009 .

[5]  K J Sawley,et al.  Calculation of temperatures in a sliding wheel/rail system and implications for wheel steel development , 2007 .

[6]  A. Richard Newton,et al.  Analysis of performance and convergence issues for circuit simulation , 1989 .

[7]  Jonas W. Ringsberg,et al.  Contact Mechanics and Wear of Rail/Wheel Systems , 2005 .

[8]  Oldrich Polach,et al.  A Fast Wheel-Rail Forces Calculation Computer Code , 2021, The Dynamics of Vehicles on Roads and on Tracks.

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

[10]  Werner Österle,et al.  Investigation of white etching layers on rails by optical microscopy, electron microscopy, X-ray and synchrotron X-ray diffraction , 2001 .

[11]  Francis Franklin,et al.  Modelling rail steel microstructure and its effect on wear and crack initiation UK , 2006 .

[12]  J. C. Jaeger,et al.  Conduction of Heat in Solids , 1952 .

[13]  Stefan Björklund,et al.  Wheel–rail contact mechanics , 2009 .

[14]  M. Ueda,et al.  Atom probe tomography analysis of the white etching layer in a rail track surface , 2010 .

[15]  W. D. Callister,et al.  Materials Science and Engineering: An Introduction -9/E. , 2015 .

[16]  D Lyon,et al.  THE EFFECT OF TRACK AND VEHICLE PARAMETERS ON WHEEL/RAIL VERTICAL DYNAMIC FORCES , 1974 .

[17]  Klaus Knothe,et al.  A comparison of analytical and numerical methods for the calculation of temperatures in wheel/rail contact , 2002 .

[18]  S L Grassie,et al.  Squats and squat-type defects in rails: the understanding to date , 2012 .

[19]  J. E. Garnham,et al.  Modelling rail steel microstructure and its effect on crack initiation , 2008 .