2012
DOI: 10.1080/00423114.2012.665163
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Wheel/rail contact geometry assessment to limit rolling contact fatigue initiation at high axle loads

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Cited by 15 publications
(18 citation statements)
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“…The features used to describe the worn wheel and rail profile shape included hollow wear, gauge side false flange height, gauge side false flange gradient, hollow wear position relative to the taping line and the rail gauge corner deviation at -15° ( Figure 8). These features are consistent with those defined by Fröhling et al [5], except for the maximum hollow wear position. When a bogie is well aligned and runs true, with only small differences in wheel diameters, it will result in a maximum hollow wear position close to the taping line.…”
Section: Wheel and Rail Profile Shape Featuressupporting
confidence: 92%
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“…The features used to describe the worn wheel and rail profile shape included hollow wear, gauge side false flange height, gauge side false flange gradient, hollow wear position relative to the taping line and the rail gauge corner deviation at -15° ( Figure 8). These features are consistent with those defined by Fröhling et al [5], except for the maximum hollow wear position. When a bogie is well aligned and runs true, with only small differences in wheel diameters, it will result in a maximum hollow wear position close to the taping line.…”
Section: Wheel and Rail Profile Shape Featuressupporting
confidence: 92%
“…It is known from [3][4][5] that hollow wear is an effective feature to monitor and limit the initiation and growth of RCF cracks. The hollow wear is compared to the DI and FI Surf values in Figure 10.…”
Section: Wheel Featuresmentioning
confidence: 99%
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“…These features are consistent with those defined by Fröhling et al [5], except for the maximum hollow wear position. When a bogie is well aligned and runs true, with only small differences in wheel diameters, it will result in a maximum hollow wear position close to the taping line.…”
Section: Wheel and Rail Profile Shape Featuressupporting
confidence: 81%
“…Although Fröhling et al [5] were unable to prove any relationship between the gauge corner deviation and the amount of RCF damage, the gauge corner deviation at -15° was once again studied to determine its potential contribution to RCF initiation and crack growth.…”
Section: Rail Featuresmentioning
confidence: 99%