journal article·2013-07

Early stages of rail squat formation and the role of a white etching layer

Sarvesh Pal, William J.T. Daniel, Mohammadali Farjoo

Publisher page

Abstract

A squat is a rolling contact fatigue crack below the surface of a rail that leads to a depression in the surface. Squats were thought to initiate by ratcheting (cyclic plastic shear deformation of the surface layer). However, the rail is often found to have a martensitic hard layer which refuses to etch (a white etching layer) on the surface, indicating a thermal crack initiation process. Grassie et al. [1] has suggested these cracks should be given a different name "studs" to distinguish their thermal origin. This paper describes detailed observations of cracks at a site where no white etching layer was evident. Hence these cracks can confidently be labelled as squats. Three stages of squat formation have been identified. Firstly, there is an early stage of crack initiation due to a white etching layer or ratcheting, and then growth of a subsurface crack leading to formation of a squat, caused by entrapped water inside the crack, and finally spalling off of a piece of rail surface. Rails with squat defects in different stages were removed from the site, investigated and inspected visually, ultrasonically, optically and by using electron microscopy to find the main cause of crack initiation and squat formation Microscopic observations revealed primary, secondary and tertiary cracks in the transverse section of rails, and differences in crack surface appearance. Primary cracks initiated at an angle of 10-15° with respect to the rail surface and then turned down at an angle of 50° with respect to the rail surface. Secondary cracks initiated at an angle of 160° with respect to the rail surface and further bifurcated in tertiary cracks. Microhardness of the damaged rail surface was higher than that of the adjacent rail matrix but was not comparable with that of a white etching layer or martensitic structure.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Railway Engineering and Dynamics · Mechanical stress and fatigue analysis · Fatigue and fracture mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (39)

Show source-provided references
1. Alleviation of rolling contact fatigue on Sweden’s heavy haul railway10.1016/S0043-1648(02)00081-9 ↗
2. Rolling contact fatigue of white etching layer: Part 1: Crack morphology10.1016/j.wear.2007.01.003 ↗
3. An investigation into the causes of squats – correlation analysis and numerical modeling10.1016/j.wear.2008.02.037 ↗
4. Rail rolling contact fatigue research by the European rail research institute10.1016/0043-1648(95)06650-0 ↗
5. Kerr M, Wilson A, Marich S. The epidemiology of squats and related defects. In: Conference on railways engineering engineers. Australia: Perth; 2008. p. 83–96.
6. The relations between wear behaviour and basic material properties for pearlitic steels10.1016/0043-1648(80)90250-1 ↗
7. Rolling contact fatigue of white etching layer: Part 1: crack morphology10.1016/j.wear.2007.01.003 ↗
8. Rail rolling contact fatigue. The performance of naturally hard and head-hardened rails in track10.1016/0043-1648(95)06702-7 ↗
9. Investigating fluid penetration of rolling contact fatigue cracks in rails using a newly developed full-scale test facility10.1243/09544097JRRT63 ↗
10. The role of deformed rail microstructure on rolling contact fatigue initiation10.1016/j.wear.2008.02.042 ↗
11. Rolling–sliding wear behavior of three bainitic steels10.1016/0043-1648(91)90253-Q ↗
12. A transmission electron microscopy study of the white-etching layer on a rail head10.1016/0025-5416(84)90180-0 ↗
13. Microscopic investigation of surface layers on rails10.1016/j.apsusc.2004.05.289 ↗
14. Investigation of white etching layers on rails by optical microscopy, electron microscopy, X-ray and synchrotron X-ray diffraction10.1016/S0921-5093(00)01842-6 ↗
15. Nanostructure formation on the surface of railway tracks10.1016/S0921-5093(00)01947-X ↗
16. Formation of white-etching layers on rail treads10.1016/0043-1648(95)06733-7 ↗
17. Influential microstructural changes on rolling contact fatigue crack initiation in pearlitic rail steels10.1179/174328405X43207 ↗
18. Structure and properties of white layers formed at high velocities of friction10.1007/BF00754768 ↗
19. White layers and thermal modeling of hard turned surfaces10.1016/S0890-6955(99)00036-X ↗
20. Surface modification, corrugation and nanostructure formation of high speed railway tracks10.1016/S0965-9773(97)00162-1 ↗
21. Microstructural investigation of white etching layer on pearlite steel rail10.1016/j.msea.2006.01.033 ↗
22. Surface analysis of corrugated rail treads10.1016/0043-1648(91)90012-J ↗
23. Wang Lihong. Microstructure and residual stress state in the contact zone of rails and wheels. Berlin: Der Technischen Universitat Berlin; 2002. p. 172.
24. Worth AW, Hornaday JR, Richards PR. Prolonging rail life through rail grinding. In: Third International Heavy Haul Railway Conference; 1986. [Vancouver].
25. Lamson ST, Roney MD. Development of rail profile grinding on CP Rail. In: Third international heavy haul railway conference; 1986. [Vacouver].
26. Australian standard: railway track materials – Part 1: Steel rails (AS1085.1-2002); North Sydney.
27. Anderson · 2005 · vol. 3
28. Strain-energy-density factor applied to mixed mode crack problems10.1007/BF00035493 ↗
29. Maximum-energy-release-rate criterion applied to a tension–compression specimen with crack10.1007/BF00130464 ↗
30. Damage zone around crack tip and fracture toughness of rubber-modified epoxy resin under mixed-mode conditions10.1016/S0013-7944(01)00151-5 ↗
31. Modelling the three-dimensional behaviour of shallow rolling contact fatigue cracks in rails10.1016/S0043-1648(02)00078-9 ↗
32. Theoretical crack path prediction10.1111/j.1460-2695.2004.00855.x ↗
33. Fracture in a rubber-sprung railway wheel10.1016/j.engfailanal.2004.12.016 ↗
34. Development of fatigue crack growth in real structures10.1016/j.engfracmech.2007.01.017 ↗
35. Theoretical crack path prediction10.1111/j.1460-2695.2004.00855.x ↗
36. Analysis of fatigue crack propagation in the frame of a hydraulic press10.1016/j.engfracmech.2007.01.006 ↗
37. Development of a new software for adaptive crack growth simulations in 3D structures10.1016/S0013-7944(02)00028-0 ↗
38. Stress intensity factors around a 3D squat form crack and prediction of crack growth direction considering water entrapment and elastic foundation10.1016/j.engfracmech.2012.07.011 ↗
39. Modelling a squat form crack on a rail laid on an elastic foundation10.1016/j.engfracmech.2012.02.004 ↗