Computer simulation of strain accumulation and hardening for pearlitic rail steel undergoing repeated contact

This paper presents a validated model of plastic strain accumulation in railway rail steel under repeated wheel-rail contact. Such contacts subject the rails to severe stresses, taking the material local to the contact beyond yield, and leading to the incremental accumulation of plastic deformation (ratheting) as wheels pass. This process is at the root of several rail wear and rolling contact fatigue crack growth mechanisms. Existing plasticity models are inadequate for modelling the strain accumulation taking place in this material, which is under high hydrostatic compression (of the order of 1 GPa) and is severely anisotropic. The model described here is based on a ratcheting law derived from small-scale twin-disc rolling-sliding contact experiments and simulates tens of thousands of ratcheting cycles and the corresponding strain hardening in a few minutes on a personal computer. Results indicate that, to model these processes successfully, and to represent correctly the high levels of ductility seen in rail steels under compressive load, stress-strain data generated under high hydrostatic compression are required.

[1]  W. R. Tyfour,et al.  Deterioration of rolling contact fatigue life of pearlitic rail steel due to dry-wet rolling-sliding line contact , 1996 .

[2]  W. R. Tyfour,et al.  The effect of rolling direction reversal on fatigue crack morphology and propagation , 1994 .

[3]  Huseyin Sehitoglu,et al.  Modeling of cyclic ratchetting plasticity, part i: Development of constitutive relations , 1996 .

[4]  Felix Schmid,et al.  MANAGING THE CRITICAL WHEEL/RAIL INTERFACE , 2002 .

[5]  John H. Beynon,et al.  Development of a machine for closely controlled rolling contact fatigue and wear testing , 2000 .

[6]  吉田 稔,et al.  Steady State , 1979, Encyclopedia of Gerontology and Population Aging.

[7]  J. Chaboche,et al.  Mechanics of Solid Materials , 1990 .

[8]  Ajay Kapoor WEAR FATIGUE INTERACTION AND MAINTENANCE STRATEGIES , 2002 .

[9]  J. Cahoon,et al.  The determination of yield strength from hardness measurements , 1971, Metallurgical Transactions.

[10]  A. Bower The influence of crack face friction and trapped fluid on surface initiated rolling contact fatigue cracks , 1988 .

[11]  A. Kapoor A re-evaluation of the life to rupture of ductile metals by cyclic plastic strain , 1994 .

[12]  Jonas W. Ringsberg,et al.  Rolling contact fatigue of rails—finite element modelling of residual stresses, strains and crack initiation , 2000 .

[13]  Hertz On the Contact of Elastic Solids , 1882 .

[14]  John H. Beynon,et al.  The effect of rolling direction reversal on the wear rate and wear mechanism of pearlitic rail steel , 1994 .

[15]  Francis Franklin,et al.  Tribological layers and the wear of ductile materials , 2000 .

[16]  W. R. Tyfour,et al.  The steady state wear behaviour of pearlitic rail steel under dry rolling-sliding contact conditions , 1995 .

[17]  Huseyin Sehitoglu,et al.  Modeling of cyclic ratchetting plasticity, Part II: Comparison of model simulations with experiments , 1996 .

[18]  Francis Franklin,et al.  Image analysis to reveal crack development using a computer simulation of wear and rolling contact fatigue , 2003 .

[19]  H. Pugh The mechanical behaviour of materials under pressure , 1970 .

[20]  I. J. McEwen,et al.  WHEEL/RAIL ADHESION-BOUNDARY LUBRICATION BY OILY FLUIDS , 1975 .

[21]  John H. Beynon,et al.  The early detection of rolling-sliding contact fatigue cracks , 1991 .

[22]  J. C. O. Nielsen,et al.  Enhancing freight railways for 30 tonne axle loads , 1999 .

[23]  T. M. Beagley,et al.  Wheel/rail adhesion — the overriding influence of water , 1975 .

[24]  J. Beynon,et al.  Prediction of fatigue crack initiation for rolling contact fatigue , 2000 .