2003
DOI: 10.1046/j.1460-2695.2003.00693.x
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Rail defects: an overview

Abstract: For about 150 years, the steel rail has been at the very heart of the world's railway systems. The rail works in a harsh environment and, as part of the track structure, it has little redundancy; thus, its failure may lead to catastrophic derailment of vehicles, the consequences of which can include death, injury, costs and loss of public confidence. These can have devastating and long‐lasting effects on the industry. Despite the advances being made in railway permanent way engineering, inspection and rail‐mak… Show more

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Cited by 372 publications
(255 citation statements)
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“…Despite the fact that improved safety standards are constantly being introduced, the forces acting on a rail track -due to wheel-rail contact stresses (WRCS) -are quite large and frequently repeated and -combined with the high speeds of modern trainscan result in the quick evolution of small defects and cracks (which constitute Rolling Contact Fatigue or RCF) into partial or complete rail track failure, which can cause catastrophic accidents such as train derailments [1,2]. Therefore, it is essential to be able to detect RCF in its early stages and observe the time evolution of it (before the cracks increase in number and/or grow in size and the rail track breaks), in order to apply the correct maintenance/replacement strategy [1,3].…”
Section: Introductionmentioning
confidence: 99%
“…Despite the fact that improved safety standards are constantly being introduced, the forces acting on a rail track -due to wheel-rail contact stresses (WRCS) -are quite large and frequently repeated and -combined with the high speeds of modern trainscan result in the quick evolution of small defects and cracks (which constitute Rolling Contact Fatigue or RCF) into partial or complete rail track failure, which can cause catastrophic accidents such as train derailments [1,2]. Therefore, it is essential to be able to detect RCF in its early stages and observe the time evolution of it (before the cracks increase in number and/or grow in size and the rail track breaks), in order to apply the correct maintenance/replacement strategy [1,3].…”
Section: Introductionmentioning
confidence: 99%
“…1,2 On-site inspection methods, originally based almost exclusively on visual inspection, have been developed over the years. They use various non-destructive inspection techniques such as eddy current testing, 3 electromagnetic tomography, 4 axle box acceleration measurements, 5 vision systems, and/or laser stripes mounted on trains to detect rail conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Alternating Current Field Measurement (ACFM) have a good potential to detect RCF cracks with maximum operating lift-off , but is not sensitive for sub surface defect and it is also difficult to identify multi-cracks [7].Electromagnetic acoustic transducers (EMATs) can generate the surface wave to detect the RCF in rail at a small standoff distance, which is a non-contact technique with high speed potential but lift-off is the limitation [8].Other noteworthy innovation include the development of low frequency eddy current (LFEC) techniques, designed to locate deep defects. This technique has the ability to penetrate the rail, along with the feature that LFEC waves are immune to longitudinal defects but are interfered with by transverse defects and the data is generated indicating the presence of transverse anomaly hidden under a horizontal crack [9].…”
mentioning
confidence: 99%