Wheel–Rail Interface Handbook 2009
DOI: 10.1016/b978-1-84569-412-8.50027-6
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Managing the wheel–rail interface: the Australian experience

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Cited by 6 publications
(9 citation statements)
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“… Wheel burn and ballast issue on railway track, ( a ) Wheel burnt issue on railway track [ 9 ]; ( b ) Week and expired ballast issue [ 10 ]. …”
Section: Figurementioning
confidence: 99%
“… Wheel burn and ballast issue on railway track, ( a ) Wheel burnt issue on railway track [ 9 ]; ( b ) Week and expired ballast issue [ 10 ]. …”
Section: Figurementioning
confidence: 99%
“…18. Generally, RCF defects observed at high rails in heavy haul operations, such as gauge corner checking, shelling and flaking, are originated from the rail surface or 2-8 mm underneath the gauge corner of the rail head [6]. The difference may be attributed to the consideration of only one combination of wheel and rail profiles in this study.…”
Section: Discussionmentioning
confidence: 87%
“…Initiation of rail degradation, such as rolling contact fatigue (RCF) or wear, will primarily occur where the ratcheting strain reaches the limiting ductility of the rail material [4,5]. Wear at curved tracks has been found in many cases [6,7] and it is proportional to contact pressure, number of loading cycles [8,9], friction level and creepage level [10]. Throughout the past few decades, the introduction of higher axle loads and annual haulage rates has placed more emphasis on the performance of of rails in curved track.…”
Section: Introductionmentioning
confidence: 99%
“…6 According to current knowledge, squats start to evolve from either surface or sub-surface defects. 5,7 In combination with unfavourable contact conditions, such as a high contact pressure or microslip, squats can propagate below the running surface up to a depth of a few millimetres.…”
Section: Introductionmentioning
confidence: 99%
“…In literature, the shape is often described “as if a heavy gnome sat or squatted on the rail leaving two similarly sized lobes behind.” 6 According to current knowledge, squats start to evolve from either surface or sub-surface defects. 5,7 In combination with unfavourable contact conditions, such as a high contact pressure or micro-slip, squats can propagate below the running surface up to a depth of a few millimetres.
Figure 1.Top view of a rail with a severe squat. The typical V shape of the initiating cracks on the surface is visible with the dark depression due to the crack network below the surface.
…”
Section: Introductionmentioning
confidence: 99%