Multi-scale finite element modeling to describe rolling contact fatigue in a wheel–rail test rig

Abstract Finite element models on different length scales are presented for the loading of rails. A 3-D model of the full-scale test rig of the voestalpine company is developed. Results of the model include the full elastic–plastic deformations of rail and wheel, the contact pressure, shear stresses and slip. Results of this model are transferred to (a) a 2-D crack model that calculates the crack tip loading of an inclined surface crack and (b) a 2-D model with rough surfaces calculating cyclic near-surface deformations. On the rail profile two locations in the contact patch with different pressure/slip loads are analyzed separately in the 2-D models. The used multi-scale approach is essential for a realistic description of rolling contact related damage mechanisms.

[1]  E. Kabo,et al.  Fatigue of railway wheels and rails under rolling contact and thermal loading—an overview , 2005 .

[2]  R. Stock,et al.  Prediction of wear and plastic flow in rails—Test rig results, model calibration and numerical prediction , 2011 .

[3]  Fredrik Larsson,et al.  A study of multiple crack interaction at rolling contact fatigue loading of rails , 2009 .

[4]  H. Hertz Ueber die Berührung fester elastischer Körper. , 1882 .

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

[6]  David Nowell,et al.  An elastic–plastic asperity interaction model for sliding friction , 2011 .

[7]  Mats Berg,et al.  Proposed procedure and trial simulation of rail profile evolution due to uniform wear , 2008 .

[8]  Otmar Kolednik,et al.  J-integral and crack driving force in elastic–plastic materials , 2008 .

[9]  J. Archard Contact and Rubbing of Flat Surfaces , 1953 .

[10]  F. Fischer,et al.  Cracks in inhomogeneous materials: Comprehensive assessment using the configurational forces concept ☆ , 2010 .

[11]  W. Yao,et al.  Crack Growth Tendency of Surface Shear Cracks in Rolling Sliding Contact , 2013 .

[12]  Reinhard Pippan,et al.  RCF and wear in theory and practice—The influence of rail grade on wear and RCF , 2011 .

[13]  J. Chaboche Constitutive equations for cyclic plasticity and cyclic viscoplasticity , 1989 .

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

[15]  W. Daves,et al.  A new roughness parameter to evaluate the near-surface deformation in dry rolling/sliding contact , 2013 .

[16]  F. Fischer,et al.  A new view on J-integrals in elastic–plastic materials , 2014, International Journal of Fracture.

[17]  J. Rice A path-independent integral and the approximate analysis of strain , 1968 .

[18]  Surface plastic strain in contact problems: Prediction by a simplified non-linear kinematic hardening model , 2009 .

[19]  Klaus Knothe,et al.  Normal and tangential contact problem of surfaces with measured roughness , 2002 .

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

[21]  Roberto Roberti,et al.  The competitive role of wear and RCF in a rail steel , 2005 .

[22]  Peter Pointner,et al.  High strength rail steels—The importance of material properties in contact mechanics problems , 2008 .

[23]  Angelo Mazzu,et al.  A simplified non-linear kinematic hardening model for ratchetting and wear assessment in rolling contact , 2008 .

[24]  R. Stock,et al.  Rail grade dependent damage behaviour – Characteristics and damage formation hypothesis , 2014 .

[25]  Werner Daves,et al.  Rolling contact fatigue of three crossing nose materials—Multiscale FE approach , 2014 .