2018
DOI: 10.1016/j.measurement.2018.07.062
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Experimental tools for railway crossing condition monitoring (crossing condition monitoring tools)

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Cited by 36 publications
(35 citation statements)
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“…Based on the significant difference (increase) between the measured and the simulated crossing accelerations (in the designed condition), it can be concluded that the monitored crossing was in a highly degraded condition. This conclusion was in agreement with the experimental results of a 1:15 crossing presented in [13], wherein the significant increase (68%) in the observed measured acceleration was correlated with the visible damage of the crossing rail. was much lower than the mean value of the measured impact acceleration (216 g) shown in Figure 21a.…”
Section: Numerical Simulation and Condition Stage Identificationsupporting
confidence: 93%
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“…Based on the significant difference (increase) between the measured and the simulated crossing accelerations (in the designed condition), it can be concluded that the monitored crossing was in a highly degraded condition. This conclusion was in agreement with the experimental results of a 1:15 crossing presented in [13], wherein the significant increase (68%) in the observed measured acceleration was correlated with the visible damage of the crossing rail. was much lower than the mean value of the measured impact acceleration (216 g) shown in Figure 21a.…”
Section: Numerical Simulation and Condition Stage Identificationsupporting
confidence: 93%
“…The narrowed transition region with a shift farther from the TP can indicate a degraded crossing rail geometry. Such a changing pattern is in agreement with the development of the fatigue area that was observed in the previous study of a 1:15 facing crossing in [13]. meaning that the rail degradation extended out of the transition region.…”
Section: Numerical Verificationsupporting
confidence: 91%
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