Abstract
ABSTRACTRolling contact fatigue (RCF) has been of increasing concern in the recent years in respect of the safe operation of high‐speed railway track with high traffic intensity. The present paper summarizes the results of the first investigation of RCF damage encountered in the Athens Metro. The objective of the investigation was to determine the initiation and propagation of RCF cracks and to determine their geometrical characteristics.A thorough metallographic investigation of track regarding shelling and spalling defects showed the development of a subsurface network of cracks. An analysis of the Hertzian stress field was used to determine the conditions for first yield and shakedown limits as a function of loading.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Fatigue & Fracture of Engineering Materials & Structures
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
