Dutch research results on wheel/rail interface management: 2001–2013 and beyond
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[2] Simon Iwnicki,et al. Optimisation of railway wheel profiles using a genetic algorithm , 2004 .
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[5] C. Esveld,et al. An investigation into the causes of squats—Correlation analysis and numerical modeling , 2008 .
[6] Zili Li,et al. Squat growth—Some observations and the validation of numerical predictions , 2011 .
[7] O Arias-Cuevas,et al. Field investigations into the adhesion recovery in leaf-contaminated wheel–rail contacts with locomotive sanders , 2011 .
[8] R.P.B.J. Dollevoet,et al. Towards a comprehensive model predicting the effect of friction modifiers on a conventional network , 2012 .
[9] O Arias-Cuevas,et al. A Method for the Prediction of Head Checking Initiation Location and Orientation under Operational Loading Conditions , 2010 .
[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] R. Dollevoet. Design of an anti head check profile based on stress relief , 2010 .
[12] S. L. Grassie,et al. Rail defects: an overview , 2003 .
[13] Rolf Dollevoet,et al. Squat Treatment by Way of Minimum Action Based on Early Detection to Reduce Life Cycle Costs , 2010 .
[14] Francis Franklin,et al. Modelling wear and crack initiation in rails , 2007 .
[15] Rolf Dollevoet,et al. Differential wear and plastic deformation as causes of squat at track local stiffness change combined with other track short defects , 2008 .