Experimental and numerical analysis of sub-surface cracks in railway wheels

2005 ◽  
Vol 72 (2) ◽  
pp. 255-269 ◽  
Author(s):  
M. Guagliano ◽  
L. Vergani
Author(s):  
M Sitarz ◽  
A Sladkowski ◽  
K Bizoń ◽  
K Chruzik

Current design process can be simplified and accelerated, if computer simulation based on finite element method (FEM) is used. FEM numerical calculations of different wheels of railway wheelsets are investigated in the Department of Railway Engineering. The justification for undertaking this issue is that there is no methodology in the design of railway wheelsets both in Poland and abroad. In order to assess the calculation model, experimental tests of static loads (due to carriage weight) and thermal loads (due to braking) have been run. The results of these tests have been compared with the results of numerical analysis. The proposed calculation model has been compared with the results of test stand investigation. Comparison of the results has confirmed the correctness of the proposed discrete model and calculation algorithm. In the framework of the common scientific-didactic projects of Railway Engineering Department and Central Rail Research Institute in Moscow and producer of railway wheelsets-BONATRANS a.s. in Bohumin (Czech Republic), the method was worked out, and the experimental researches were conducted on specialists certified stands for railway wheelset researches (Sitarz, M., Bizoń, K., and Chruzik, K. Numerical calculations reckonings of railway wheel sets. W: Scientific Proceedings of Riga Technical University, 2002, str 84-89, Sladkowski, A., Bizoń, K., and Chruzik, K. Porównanie wyników analizy MES z wynikami pomiarów tensometrycznych deformacji kól kolejowych zestawów kolowych, Zeszyty Naukowe Katedry Mechaniki Stosowanej nr 18/2002, Gliwice, 2002, str 397-402, Zima, R., Bizoń, K., Chruzik, K. Badania teoretyczne i eksperymentalne kól kolejowych zestawów kolowych, W: XLII Sympozjon ‘Modelowanie w mechanice’, Wisla, 2003).


2003 ◽  
Vol 342 (1-2) ◽  
pp. 109-119 ◽  
Author(s):  
R.L. Williamson ◽  
J.K. Wright ◽  
E.D. Steffler ◽  
R.M. Cannon

2006 ◽  
Vol 321-323 ◽  
pp. 649-653 ◽  
Author(s):  
Seok Jin Kwon ◽  
Dong Hyung Lee ◽  
Sung Tae Kwon ◽  
Byeong Choon Goo

The majority of catastrophic wheel failures are caused by surface opening fatigue cracks either in the wheel tread or wheel flange areas. The inclined cracks at railway wheel tread are initiated and the cracks are caused by wheel damage-spalling after 60,000 km running. Because the failured railway wheel is reprofiled before regular wheel reprofiling, the maintenance cost for the railway wheel is increased. Therefore, it is necessary to analyze the mechanism for introduction of crack. In the present paper, the combined effect on railway wheels of a periodically varying contact pressure and an intermittent thermal braking loading is investigated. To analyze damage cause for railway wheels, the measurements for replica of wheel surface and effect of braking application in field test are carried out. The result shows that the surface cracks in railway wheel tread are due to combination of thermal loading and ratcheting.


Sign in / Sign up

Export Citation Format

Share Document