Squats on railway rails
Author:
Publisher
Elsevier
Link
http://woodhead.metapress.com/index/U8N111056210W425.pdf
Reference21 articles.
1. Modeling the three-dimensional behavior of shallow rolling contact fatigue cracks in rails;Bogdański;Wear,2002
2. 3D model of entrapped liquid in rolling contact fatigue cracks in rails;Bogdański;Wear,2008
3. Numerical modelling of 3D rail RCF ‘Squat’ – type crack under operating load;Bogdański;Fatigue and Fracture of Engineering Materials and Structure,1998
4. Shear mode crack growth and rolling contact fatigue;Bold;Wear,1991
5. 3D finite element investigation on the plastic flows of rolling contacts-correlation with railhead microstructure observations;Busquet;Wear,2005
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1. <b>Influence of a Decarburized Layer on the Formation of Microcracks in Railway Rails: On-site Investigation</b>;Quarterly Report of RTRI;2023-08-01
2. Investigation of probable squat growth from initial surface cracks in rails using a three-dimensional rollover simulation;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2023-04-29
3. Covariate-Shift Generative Adversarial Network and Railway Track Image Analysis;Journal of Transportation Engineering, Part A: Systems;2023-03
4. On the road towards understanding squats: residual stress state of rails;Procedia Structural Integrity;2023
5. Wheel wear performance assessment and model validation using Harold full scale test rig;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2021-06-09
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