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Effect of Rail Surface Damage on Contact Fatigue Life

레일표면손상이 접촉피로수명에 미치는 영향

  • Seo, Jung-Won (Testing and Certification Center, Korea Railroad Research Institute) ;
  • Lee, Dong-Hyong (High-speed Railway Systems Research Center, Korea Railroad Research Institute) ;
  • Ham, Young-Sam (Testing and Certification Center, Korea Railroad Research Institute) ;
  • Kwon, Sung-Tae (Testing and Certification Center, Korea Railroad Research Institute) ;
  • Kwon, Seok-Jin (High-speed Railway Systems Research Center, Korea Railroad Research Institute) ;
  • Cho, Ha-Yong (High-speed Railway Systems Research Center, Korea Railroad Research Institute)
  • 서정원 (한국철도기술연구원 시험인증안전센터) ;
  • 이동형 (한국철도기술연구원 고속철도연구본부) ;
  • 함영삼 (한국철도기술연구원 시험인증안전센터) ;
  • 권성태 (한국철도기술연구원 시험인증안전센터) ;
  • 권석진 (한국철도기술연구원 고속철도연구본부) ;
  • 최하영 (한국철도기술연구원 고속철도연구본부)
  • Received : 2012.03.30
  • Accepted : 2012.04.27
  • Published : 2012.06.01

Abstract

Rails are subjected to damage from rolling contact fatigue, which leads to defects such as cracks. Rolling contact fatigue damages on the surface of rail such as head check, squats are one of growing problems. Another form of rail surface damage, known as "Ballast imprint" has become apparent. This form of damage is associated with ballast particles becoming trapped between the wheel and the surface of rail. These defects are still one of the key reasons for rail maintenance and replacement. In this study, we have investigated whether the ballast imprint is an initiator of head check type cracks and effect of defect size using Finite element analysis. The FE analysis were used to investigate stresses and strains in subsurface of defects according to variation of defect size. Based on loading cycles obtained from FE analysis, fatigue analysis for each point was carried out.

Keywords

References

  1. Kondo, K., Yoroizaka, K., and Sato, Y., "Cause, increase, diagnosis, countermeasures and elimination of Shinkansen shelling," Wear, Vol. 191, No. 1-2, pp. 199-203, 1996. https://doi.org/10.1016/0043-1648(95)06727-2
  2. UIC Leaflet 712, "Rail defects," 2002.
  3. Cannon, D. F. and Pradier, H., "Rail rolling contact fatigue Research by the European Rail Research Institute," Wear, Vol. 191, No. 1-2, pp. 1-13, 1996. https://doi.org/10.1016/0043-1648(95)06650-0
  4. Jin, Y. and Isidha, M., "Analysis of white etching layer generated on rail surface," RTRI Report, Vol. 19, No. 9, pp. 17-22, 2005.
  5. Baumann, G., Fecht, H. J., and Liebelt, S., "Formation of white-etching layers on rail treads," Wear, Vol. 191, No. 1-2, pp. 133-140, 1996. https://doi.org/10.1016/0043-1648(95)06733-7
  6. Dwyer-Joyce, R. S., Lewis, R., Gao, N., and Grieve, D. G., "Wear and fatigue of railway track caused by contamination, sanding and surface damage," 6th International Conference on Contact Mechanics and Wear of Rail/Sheel Systems, 2003.
  7. Jun, H. K., Choi, J. Y., Na, S. H., and You, W. H., "Prediction of surface crack growth considering the wheel load increment due to rail defect," J. of the KSPE, Vol. 28, No. 9, pp. 1011-1118, 2011.
  8. Han, C., Chen, X., and Kim, K. S., "Evaluation of multiaxial fatigue criteria under irregular loading," Int. Journal of Fatigue, Vol. 24, No. 9, pp. 913-922, 2002. https://doi.org/10.1016/S0142-1123(02)00013-0
  9. Guo, J. B. and Barkey, M. E., "Modeling of rolling contact fatigue for hard machined components with process-induced residual stress," Int. Journal of Fatigue, Vol. 26, No. 6, pp. 605-613, 2004. https://doi.org/10.1016/j.ijfatigue.2003.10.009
  10. Zili, L., Rolf, D., Marija, M., and Xin, Z., "Squat growth - Some observations and the validation of numerical predictions," Wear, Vol. 271, No. 1-2, pp. 148-157, 2011. https://doi.org/10.1016/j.wear.2010.10.051