A mathematical model of rail overturning was developed on paper entitled, "Dynamic Rail Overturning: Modelling." This model together with other defined parameters of the rail fasteners are utilized to investigate several case studies of dynamic behaviour of the rail. Comparison between these dynamic cases and static tests has been done. It is recommended that multiple axial load should be considered in the future dynamic studies.

  • Corporate Authors:

    International Railway Congress Association

    17-21 rue de Louvrain
    1000 Brussels,   Belgium 
  • Authors:
    • Bhatti, M H
    • Torkamani, MAM
    • Zarembski, A M
  • Publication Date: 1980-10

Media Info

  • Features: Appendices; Figures; References;
  • Pagination: p. 558-572
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00335059
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jul 9 1981 12:00AM