Early interferometric detection of rolling contact fatigue induced micro-cracking in railheads.pdfVIP

Early interferometric detection of rolling contact fatigue induced micro-cracking in railheads.pdf

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Early interferometric detection of rolling contact fatigue induced micro-cracking in railheads.pdf

NDTE International 86 (2017) 14–19 Contents lists available at ScienceDirect NDTE International journal homepage: /locate/ndteint Early interferometric detection of rolling contact fatigue induced microcracking in railheads J.J.F. van t Oever1, D. Thompson1, F. Gaastra, H.A. Groendijk, H.L. O?erhaus? University of Twente, Optical Sciences Group, P.O. Box 217, 7500 AE Enschede, The Netherlands MARK ARTICLE INFO Keywords: Rolling contact fatigue Optical coherence tomography Maintenance ABSTRACT In the world of rail travel, unplanned track maintenance constitutes disruption and negatively impacts customer satisfaction. To maintain railway networks it is necessary to plan maintenance before it becomes critical, preferably by at least a year. A major concern in railway quality is the occurrence of micro-cracks in railhead surfaces, due to rolling contact fatigue. When these cracks are super?cial, no more than about a millimeter in depth, the railhead lifetime can be increased by grinding or polishing. However, the deeper the cracks are, the sooner they will grow beyond a depth that can be managed by polishing. Current inspection techniques are able to detect millimeter sized cracks, but no smaller. We present a new technique for the detection of cracks in railheads, which is able to detect cracks of 20–100 μm depth optically, by way of broadband, spatially incoherent optical coherence tomography. Detection of micro-cracks at an earlier stage of development and the study of their progression will aid in advance planning and scheduling of maintenance. 1. Introduction There are currently various combinations of ultrasonic and magnetic rail inspection techniques in use (PEC and ACFM) [1,2]. When integrated into an inspection train these techniques can measure cracks with depths of 2 mm and deeper at speeds exceeding 70 km/h [3]. Cracks less than 2 mm deep go undetected for some time. Ringsberg describes the progression of a rolling contact fatigue (RCF) induced crack in thre

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