• DocumentCode
    2433089
  • Title

    New criteria for flange climb derailment

  • Author

    Elkins, John ; Wu, Huimin

  • Author_Institution
    RVD Consulting Inc., Pueblo, CO, USA
  • fYear
    2000
  • fDate
    2000
  • Firstpage
    1
  • Lastpage
    7
  • Abstract
    New flange climb derailment criteria are proposed based on tests and simulation results using the track loading vehicle (TLV) and NUCARS simulation model as performed by Transportation Technology Center, Inc. (TTCI), a subsidiary of the Association of American Railroads (AAR). The proposed criteria include a single wheel lateral to vertical (L/V) force ratio limit and a L/V distance limit, Results presented here indicate that both the single wheel L/V ratio limit and the L/V distance limit are strongly dependent on wheelset angle of attack. The existing L/V time duration criterion of 50 milliseconds, currently used during track-worthiness tests in North America, is evaluated against the proposed new L/V distance limit and is shown to be unsafe for large angles of attack and higher speeds. The influence of parameters such as wheel/rail friction coefficient and longitudinal force on the proposed derailment criteria is discussed in the paper
  • Keywords
    force; mechanical engineering; railways; transportation; Association of American Railroads; NUCARS simulation model; flange climb derailment criteria; longitudinal force; railway vehicles; simulation results; single wheel lateral to vertical distance limit; single wheel lateral to vertical force ratio limit; track loading vehicle; wheel/rail friction coefficient; wheelset angle of attack; Equations; Flanges; Friction; North America; Performance evaluation; Rail transportation; Railway accidents; Testing; Vehicles; Wheels;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Railroad Conference, 2000. Proceedings of the 2000 ASME/IEEE Joint
  • Conference_Location
    Newark, NJ
  • Print_ISBN
    0-7803-6328-0
  • Type

    conf

  • DOI
    10.1109/RRCON.2000.869983
  • Filename
    869983