Abstract Railway wheel-squeal is a major source of noise nuisance in the proximity of curves where squeal occurs. Wheel-squeal results from frictional instability in the wheel-rail contact patch due to the creep forces generated during vehicle guidance. In the present study, an investigation of railway wheel-squeal due to mode-coupling instability is performed by implementing complex eigenvalue analysis using finite element software. The results of the study show that squeal in 1000 m radius curves can be attributed to the coupling of doublet wheel modes in the presence of saturated longitudinal creepage. More specifically the model validates the experimentally obtained squeal frequencies.
Analysis of Railway Wheel-Squeal Due to Unsteady Longitudinal Creepage Using the Complex Eigenvalue Method
2018-01-01
13 pages
Article/Chapter (Book)
Electronic Resource
English
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