Experimental investigation on the effect of tangential force on wear and rolling contact fatigue behaviors of wheel material

Abstract The study aims to explore the effect of tangential force on wear and rolling contact fatigue (RCF) behaviors of wheel material using a JD-1 wheel/rail simulation facility. The normal, tangential and lateral forces between the wheel/rail rollers are controlled, and the magnetic power brake was used to generate the tangential forces (16–330 N). The results indicate that the surface hardness and wear loss of wheel rollers increase with the tangential force increasing. The surface cracks mouths are perpendicular to the resultant directions of the frictional forces. There are visible secondary cracks and multilayer cracks and the interlayer material of multilayer cracks are easy to break. The compositions of wear debris consist of Fe2O3, Fe3O4 and iron.

[1]  Johan Sandström,et al.  Subsurface rolling contact fatigue damage of railway wheels – A probabilistic analysis , 2012 .

[2]  Yazheng Liu,et al.  Effects of Niobium and Vanadium on Hydrogen-Induced Delayed Fracture in High Strength Spring Steel , 2011 .

[3]  Minhao Zhu,et al.  Influence of friction modifiers on improving adhesion and surface damage of wheel/rail under low adhesion conditions , 2014 .

[4]  Werner Daves,et al.  Multi-scale finite element modeling to describe rolling contact fatigue in a wheel–rail test rig , 2014 .

[5]  Bridget Eickhoff,et al.  Development and validation of a wheel wear and rolling contact fatigue damage model , 2013 .

[6]  Bin Zhang,et al.  Influence of Inclusion on Crack Initiation in Wheel Rim , 2011 .

[7]  J. Ambrósio,et al.  Mapping railway wheel material wear mechanisms and transitions , 2010 .

[8]  Consequence of contact local kinematics of sliding bodies on the surface temperatures generated , 2006 .

[9]  Elena Kabo,et al.  Wheel/rail rolling contact fatigue – Probe, predict, prevent , 2014 .

[10]  Ajay Kapoor,et al.  Modelling and full-scale trials to investigate fluid pressurisation of rolling contact fatigue cracks , 2008 .

[11]  T. Makino,et al.  The effect of slip ratio on the rolling contact fatigue property of railway wheel steel , 2012 .

[12]  Candida Petrogalli,et al.  Progressive damage assessment in the near-surface layer of railway wheel–rail couple under cyclic contact , 2011 .

[13]  Roderick A. Smith The wheel-rail interface: some recent accidents , 2003 .

[14]  C. Persson,et al.  Analysis of wear debris in rolling contact fatigue cracks of pearlitic railway wheels , 2014 .

[16]  Zili Li,et al.  Squat growth—Some observations and the validation of numerical predictions , 2011 .

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

[18]  B. Karlsson,et al.  Modelling of heat conduction and phase transformations during sliding of railway wheels , 2002 .

[19]  Zili Li,et al.  A laboratory investigation on the influence of the particle size and slip during sanding on the adhesion and wear in the wheel–rail contact , 2011 .

[20]  Y. Berthier,et al.  Tribological behaviour of Pearlitic and Bainitic steel grades under various sliding conditions , 2011 .

[21]  Roger Enblom,et al.  Prediction model for wheel profile wear and rolling contact fatigue , 2011 .

[22]  S. Sangal,et al.  Improved wear resistance of medium carbon microalloyed bainitic steels , 2012 .

[23]  Minhao Zhu,et al.  Investigation on the effect of rotational speed on rolling wear and damage behaviors of wheel/rail materials , 2015 .

[24]  Hengyu Wang,et al.  Sub-scale simulation and measurement of railroad wheel/rail adhesion under dry and wet conditions , 2013 .

[25]  Jonas W. Ringsberg,et al.  Shear mode growth of short surface-breaking RCF cracks , 2005 .