DOI QR코드

DOI QR Code

Fatigue Crack Growth and Fracture behavior of Rail Steels

  • Seo, Jung Won (Testing & Certification Center, Korea Railroad Research Institute) ;
  • Kwon, Seok Jin (High Speed Railroad System Research Center, Korea Railroad Research Institute) ;
  • Lee, Dong Hyeong (High Speed Railroad System Research Center, Korea Railroad Research Institute) ;
  • Kwon, Sung Tae (High Speed Railroad System Research Center, Korea Railroad Research Institute) ;
  • Choi, Ha Yong (High Speed Railroad System Research Center, Korea Railroad Research Institute)
  • Received : 2012.08.28
  • Accepted : 2012.09.18
  • Published : 2013.06.30

Abstract

Contact fatigue damages on the rail surface, such as head checks and squats are a growing problem. The fatigue cracks forming on the contact surface grow according to load and lubricating conditions and may end up breaking the rail. Rail fracture can be avoided by preventing the cracks from reaching the critical length. Therefore, the crack growth rate needs to be estimated precisely according to the conditions of the track and load to develop a maintenance plan against rail damages. Therefore, it is important to understand the mechanism of cracks initiation and growth on a rail due to repetitive rolling contact. In this study, we have investigated the crack growth behavior on the rail surface by using the twin-disc tests and the finite element analysis.

Keywords

References

  1. Kondo, K., Yoroizaka, K. and Sato, Y. (1996). "Cause, increase, diagnosis, countermeasures and elimination of Shinkansen shelling," Wear, Vol. 191, No. 1-2, pp. 199-203. https://doi.org/10.1016/0043-1648(95)06727-2
  2. UIC Leaflet 712 (2002). "Rail defects,"
  3. Cannon, D. F. and Pradier, H. (1996). "Rail rolling contact fatigue research by the european rail research institute," Wear, Vol. 191, No. 1-2, pp. 1-13. https://doi.org/10.1016/0043-1648(95)06650-0
  4. Wang, L., Pyzalla, A., Stadlbauer, W. and Werner, E. A. (2003). "Microstructure features on rolling surfaces of railway rails subjected to heavy loading," Materials Science and Engineering A, Vol. 359, No. 1-2, pp. 31-43. https://doi.org/10.1016/S0921-5093(03)00327-7
  5. Jin, Y. and Isidha, M. (2005). "Analysis of white etching layer generated on rail surface," RTRI Report, Vol. 19, No. 9, pp. 17-22.
  6. Baumann, G., Fecht, H. J. and Liebelt, S. (1996). "Formation of white-etching layers on rail treads," Wear, Vol. 191, No. 1-2, pp. 133-140. https://doi.org/10.1016/0043-1648(95)06733-7
  7. Carroll, R. I. and Beynon, J. H. (2007). "Rolling contact fatigue of white etching layer: Part 1: Crack morphology," Wear, Vol. 262, No. 9-10, pp. 1253-1266. https://doi.org/10.1016/j.wear.2007.01.003
  8. Dwyer-Joyce, R.S., Lewis, R., Gao, N. and Grieve, D.G (2003). "Wear and fatigue of railway track caused by contamination, sanding and surface damage," CM2003.
  9. Ringsberg J. W. (2005). "Shear mode growth of short surface- breaking RCF cracks", Wear, Vol. 258, 955-963. https://doi.org/10.1016/j.wear.2004.03.043
  10. Wong S. L., Bold P. E., Brown M. W. and Allen R. J. (1996). "A branch criterion for shallow angled rolling contact fatigue cracks in rails", Wear, Vol. 191, 45-53. https://doi.org/10.1016/0043-1648(95)06621-7
  11. Dubourg M. C. and Lamacq V. (2002). "A predictive rolling contact fatigue crack growth model: onset of branching, direction, and growth-role of dry and lubricated conditions on crack patterns", Transactions of the ASME, 124, 680-688. https://doi.org/10.1115/1.1479698