Out-of-round tram wheels – Multibody simulation study based on measured wheel rim geometry

Author(s):  
Tomasz Staśkiewicz ◽  
Bartosz Firlik ◽  
Julian Kominowski

The article discusses the influence of out-of-roundness ( OOR) type of wheel shape deviations on its interaction with the rail. The analysis was carried out using multibody simulation technique ( MBS). Measurements of tram wheel rims and sample models of flat spots were used as input data. It has been observed that the presence of wheel OOR deviations caused a significant increase in vertical impact loads at the interface between the wheel and the rail, which favours rolling contact fatigue formation. Deviations created at the stage of manufacturing the wheel rim (usually while the profile of the rim itself is turned on a lathe) were amplified by increasing amplitudes and were also visible during the measurement of worn rims, thus creating inequalities with dominant amplitudes. Flat spots present on the rolling surfaces of the wheels cause cyclic jumps of vertical force at the contact point of the wheel and the rail, with maximum values depending on the depth and radius of the rounded edges of the flat spot, and thus subject to change in subsequent stages of the flat spot development. Taking into account the observations made, preventive measures have been proposed against the development of OOR deviations in tram wheels, the origin of which is primarily in the machining process.

Author(s):  
Kalle Karttunen ◽  
Elena Kabo ◽  
Anders Ekberg

Optimisation of railway track maintenance requires knowledge of how a deteriorated track geometry will affect subsequent loading and damage of the track. This is the scope of the current study where, in particular, the influence on track shift forces and rolling contact fatigue is investigated through numerical simulations. To this end, track geometries are obtained from field measurements. Lateral irregularities are extracted and scaled to represent different levels of geometry deterioration. Multibody simulations of dynamic train–track interaction featuring two freight wagon types are performed under different operational conditions. Track shift forces and rolling contact fatigue damage are further evaluated from simulation results. It is found that track shift forces tend to follow a normal distribution for moderate levels of lateral track geometry irregularities, and that an approximate linear relationship between standard deviations of lateral irregularities and track shift forces can be established. The relation between lateral track irregularity magnitude and rolling contact fatigue is more complex. Increasing levels of lateral irregularities will decrease the fraction of curve length affected by rolling contact fatigue for sharp curves, whereas for shallow curves it increases. As detailed in the article, this is caused by the lateral movement of the contact point as imposed by the track irregularities. Furthermore, the influence of wheel/rail friction and wear is investigated.


2014 ◽  
Vol 2014 ◽  
pp. 1-16 ◽  
Author(s):  
Paul Molyneux-Berry ◽  
Claire Davis ◽  
Adam Bevan

The susceptibility of railway wheels to wear and rolling contact fatigue damage is influenced by the properties of the wheel material. These are influenced by the steel composition, wheel manufacturing process, and thermal and mechanical loading during operation. The in-service properties therefore vary with depth below the surface and with position across the wheel tread. This paper discusses the stress history at the wheel/rail contact (derived from dynamic simulations) and observed variations in hardness and microstructure. It is shown that the hardness of an “in-service” wheel rim varies significantly, with three distinct effects. The underlying hardness trend with depth can be related to microstructural changes during manufacturing (proeutectoid ferrite fraction and pearlite lamellae spacing). The near-surface layer exhibits plastic flow and microstructural shear, especially in regions which experience high tangential forces when curving, with consequentially higher hardness values. Between 1 mm and 7 mm depth, the wheel/rail contacts cause stresses exceeding the material yield stress, leading to work hardening, without a macroscopic change in microstructure. These changes in material properties through the depth of the wheel rim would tend to increase the likelihood of crack initiation on wheels toward the end of their life. This correlates with observations from several train fleets.


Author(s):  
Joseph Krisdtan ◽  
Daniel Stone ◽  
John Elkins

The recent appearance of vertical split rim (VSR) wheel failures has presented North American railroads with a new mode of wheel failure. These failures originate from tread shelling as a result of rolling contact fatigue (RCF). One or more of the shallow RCF cracks initiate a brittle fracture that causes the separation of a large portion of the front or back of the wheel rim as shown in Figures 1, 2, and 3. TTCI is leading a consortium made up of railroads, suppliers, car owners, and the Federal Railroad Administration (FRA) to investigate wheel defects. VSR research is at the forefront of that effort.


2012 ◽  
Vol 54 (5) ◽  
pp. 304-312
Author(s):  
Florian Dörner ◽  
Otto Kleiner ◽  
Christian Schindler ◽  
Peter Starke ◽  
Dietmar Eifler

2020 ◽  
Vol 134 ◽  
pp. 105485
Author(s):  
X.Z. Liang ◽  
G.-H. Zhao ◽  
J. Owens ◽  
P. Gong ◽  
W.M. Rainforth ◽  
...  

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