Modelling of rolling contact fatigue of rails

Last updated on 02 September 2014 3:45
Railway rails of today are subjected to higher train traffic density, higher train speeds, and heavier axle loads, than some 10 years ago. As a result, rolling contact fatigue (RCF) damage (cracking, wear) has accelerated. It has now become a major concern for the community, both with respect to train...
Author(s): Ringsberg Jonas W;Josefson B Lennart
2002
Sweden
Log in or register to continue
Register for free individual access
  • Unlock research, articles and more
  • Get updates on RSSB’s activities