Rail squats: progress in understanding the Australian experience

Daniel, William J. T., Pal, Sarvesh and Farjoo, Mohammadali (2013) Rail squats: progress in understanding the Australian experience. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 227 5: 481-492. doi:10.1177/0954409713500950

Author Daniel, William J. T.
Pal, Sarvesh
Farjoo, Mohammadali
Title Rail squats: progress in understanding the Australian experience
Journal name Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit   Check publisher's open access policy
ISSN 0954-4097
Publication date 2013-09-01
Year available 2013
Sub-type Article (original research)
DOI 10.1177/0954409713500950
Open Access Status Not yet assessed
Volume 227
Issue 5
Start page 481
End page 492
Total pages 12
Place of publication London, United Kingdom
Publisher Sage Publications
Language eng
Subject 2210 Mechanical Engineering
Abstract Rail squats or studs, being a sub-surface crack in a track below a depression of the rail surface, have been studied in the Australian CRC for Rail Innovation project R3.105, from a number of perspectives. Examination of squats on track by the Rail Corporation of NSW has revealed statistics about their distribution. Examination with optical and scanning electron microscopy at the University of Queensland has shown the frequent presence of a brittle white etching layer (WEL) on the rail surface. This has led to successful adaptation of eddy currents to detect WEL rather than cracks. Tests at the University of Queensland have investigated whether the WEL can form below the normal 720°C needed to form austenite. Examination of crack surfaces shows beach marks indicative of growth in modes II and III. Neutron diffraction testing of Australian rail has shown residual stresses in a railhead with a WEL, similar to those reported elsewhere, but with a broad surface layer in compression, not a narrow running band. Elasto-plastic finite element simulation has shown residual compression transforms into residual shear at a crack tip, which increases that due to plastic deformation from successive wheel passages, tending to encourage the crack to continue in a direction of sub-surface growth. The rate of growth of squats measured on-track in Sydney shows crack growth that corresponds to a power law with a low exponent, implying that the stress intensity at the crack tip is not a strong function of crack length. This is partly due to the localised nature of contact stresses, which allows the crack to grow beyond the region loaded. However, accounting for this effect leads to the prediction of a smaller reduction in growth rate than that observed. It is likely the low exponent reflects a smaller effect of water on crack growth, as the crack enlarges. There is also a redistribution of contact loading that occurs as a crack grows.
Keyword Crack propagation
Elastic foundation effects
Finite element method
Rolling contact fatigue
Q-Index Code C1
Q-Index Status Confirmed Code
Institutional Status UQ

Document type: Journal Article
Sub-type: Article (original research)
Collections: School of Mechanical & Mining Engineering Publications
Official 2014 Collection
Version Filter Type
Citation counts: TR Web of Science Citation Count  Cited 4 times in Thomson Reuters Web of Science Article | Citations
Scopus Citation Count Cited 6 times in Scopus Article | Citations
Google Scholar Search Google Scholar
Created: Fri, 01 Nov 2013, 22:01:27 EST by Katie Gollschewski on behalf of School of Mechanical and Mining Engineering