Effect of Railcar Wheel Tire Profiles on the Contact Stress Level in Subway Rails

作者: V. V. Kosarchuk , É. I. Danilenko , A. V. Agarkov

DOI: 10.1007/S11223-020-00190-X

关键词: Solid mechanicsComputer simulationSlippingGeologyContact mechanicsStructural engineeringRailheadStatistical analysisEquivalent stressContact zone

摘要: The statistical analysis performed on the defectiveness of rails in Kiev subway railway shows that main cause occurrence most defects is contact fatigue rail material. paper presents modern concepts crack growth railhead. It has been found one promising directions studying stress-strain state and process a numerical simulation, which results interaction between rolling stock wheels are presented. During problem was solved an elastic formulation. We considered R50, R65, UIC60 profiles, standard wheels, whose tire profile developed by Minetek closed joint-stock company. conditions for rail–wheel corresponded to train movement straight section track without slipping. effect wheel stress level different types assessed. Comparison maximum equivalent levels combination best (in terms reducing level) sections R50 with gradient 1 20 10 taper wheel, corresponds GOST 9036-88. When company used, zone over 1000 MPa all types. higher than yield strength steel, will accelerate wear give rise low-cycle cracks subsequent formation defects.

参考文章(10)
U. Zerbst, R. Lundén, K.-O. Edel, R.A. Smith, Introduction to the damage tolerance behaviour of railway rails – a review Engineering Fracture Mechanics. ,vol. 76, pp. 2563- 2601 ,(2009) , 10.1016/J.ENGFRACMECH.2009.09.003
M. Taraf, E.H. Zahaf, O. Oussouaddi, A. Zeghloul, Numerical analysis for predicting the rolling contact fatigue crack initiation in a railway wheel steel Tribology International. ,vol. 43, pp. 585- 593 ,(2010) , 10.1016/J.TRIBOINT.2009.09.007
Yanyao Jiang, Huseyin Sehitoglu, A model for rolling contact failure Wear. ,vol. 224, pp. 38- 49 ,(1999) , 10.1016/S0043-1648(98)00311-1
D. F. CANNON, K.‐O. EDEL, S. L. GRASSIE, K. SAWLEY, Rail defects: an overview Fatigue & Fracture of Engineering Materials & Structures. ,vol. 26, pp. 865- 886 ,(2003) , 10.1046/J.1460-2695.2003.00693.X
J Ringsberg, Life prediction of rolling contact fatigue crack initiation International Journal of Fatigue. ,vol. 23, pp. 575- 586 ,(2001) , 10.1016/S0142-1123(01)00024-X
A. EKBERG, E. KABO, H. ANDERSSON, An engineering model for prediction of rolling contact fatigue of railway wheels Fatigue & Fracture of Engineering Materials & Structures. ,vol. 25, pp. 899- 909 ,(2002) , 10.1046/J.1460-2695.2002.00535.X
Yuewei Ma, Valeri Markine, Abdul Ahad Mashal, Mingfa Ren, None, Modelling verification and influence of operational patterns on tribological behaviour of wheel-rail interaction Tribology International. ,vol. 114, pp. 264- 281 ,(2017) , 10.1016/J.TRIBOINT.2017.04.038
Yu Zhou, Yanbin Han, Dongsheng Mu, Congcong Zhang, Xuwei Huang, Prediction of the coexistence of rail head check initiation and wear growth International Journal of Fatigue. ,vol. 112, pp. 289- 300 ,(2018) , 10.1016/J.IJFATIGUE.2018.03.027
C. Lu, J. Nieto, I. Puy, J. Melendez, J.M. Martínez-Esnaola, Fatigue prediction of rail welded joints International Journal of Fatigue. ,vol. 113, pp. 78- 87 ,(2018) , 10.1016/J.IJFATIGUE.2018.03.038