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Civil-Comp Conferences
ISSN 2753-3239 CCC: 15
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 12.6
Squat Monitoring Campaign: Set-Up and Results S.T. Hengeveld1,2, B. Schotsman3, H. Slot2, D. Leonetti1 and J. Maljaars1,2
1Structural Engineering and Design, Eindhoven University of Technology, The Netherlands
Full Bibliographic Reference for this paper
S.T. Hengeveld, B. Schotsman, H. Slot, D. Leonetti, J. Maljaars, "Squat Monitoring Campaign: Set-Up and Results", in J. Pombo, (Editor), "Proceedings of the Seventh International Conference on
Railway Technology:
Research, Development and Maintenance
",
Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 15, Paper 12.6, 2026, doi:10.4203/ccc.15.12.6
Keywords: squats, track monitoring, fatigue crack growth rate, ultrasonic inspection, rolling contact fatigue, R260mn.
Abstract
Squats are rolling contact fatigue defects that may lead to rail fracture and hence increase of maintenance costs. This paper presents the results of a squat monitoring programme designed to measure fatigue crack growth under operational conditions. Four squats were monitored over a period of eight months using ultrasonic measurements, visual inspection, and magnetic particle testing. The observed crack growth is between 0mm and 6mm during the monitoring period, depending on the squat. The estimation of this growth depends on the used ultrasonic probe angle. In addition to these periodic inspections, a continuous monitoring system was installed, measuring the vertical acceleration of the track in the vicinity of the defect.
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