2019
DOI: 10.1016/j.wear.2019.203034
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Advanced maintenance strategies for improved squat mitigation

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Cited by 11 publications
(8 citation statements)
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“…The first specimen, hereinafter referred to as "rail head specimen", is a 294 mm long pearlitic rail head with smaller cracks and two so-called squats 15,16 . Both squats are visible with the naked eye (see Figure 2.(a)).…”
Section: Specimens To Be Inspectedmentioning
confidence: 99%
“…The first specimen, hereinafter referred to as "rail head specimen", is a 294 mm long pearlitic rail head with smaller cracks and two so-called squats 15,16 . Both squats are visible with the naked eye (see Figure 2.(a)).…”
Section: Specimens To Be Inspectedmentioning
confidence: 99%
“…Squats pose an increasingly difficult challenge for railway operators as they drive the costs for inspection and maintenance. 1 Therefore, it is essential to determine the leading mechanisms for the initiation and the propagation of squats. In this work, this task is performed using advanced three-dimensional finite element (FE) simulations.…”
Section: Introductionmentioning
confidence: 99%
“…Head checks and squats are common defects on rails stemming from rolling contact fatigue (RCF) [1][2][3][4]. Head checks are a material fatigue phenomenon caused by the high contact stresses between the wheel and the gauge corner of the rail.…”
Section: Introductionmentioning
confidence: 99%
“…After a certain amount of crack propagation, head checks tend to bend and continue to grow in the base material at a steeper angle, which can ultimately lead to fracture of the rail [3,5]. Consequently, railway infrastructure managers need measurement methods able to detect head checks in the early stage of their development and to assess their depth and inclination angles in order to schedule appropriate preventive maintenance measures such as rail grinding or, in extreme cases, rail milling [4].…”
Section: Introductionmentioning
confidence: 99%
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