THEORETICAL STUDY ON THE DETERMINATION OF SECONDARY DEFLECTION IN RAILS

THEORETISCHE STUDIE UEBER DIE ERMITTLUNG DER SEKUNDAERDURCHBIEGUNG DER SCHIENE

The calculation of the deflection of a rail is based on the assumption of a continuous elastic support. It is in fact a support at separate spaced points, which causes an additional (secondary) deflection. The author calculates this secondary deflection, and concludes that it does not not have any significant effect on superstructure stress.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/0373322X
• Corporate Authors:

  Siemens (Georg) Verlagsbuchhandlung

  Luetzowstrasse 105-196
  1 Berlin 30,   Germany 
• Authors:
  • EISENMANN, J
  • REINFELDER, R
• Publication Date: 1975-11

Language

• German

Media Info

• Features: References;
• Pagination: p. 301-303
• Serial:
  • Glasers Annalen ZEV
  • Volume: 99
  • Issue Number: 11
  • Publisher: Siemens (Georg) Verlagsbuchhandlung
  • ISSN: 0373-322X

Subject/Index Terms

• TRT Terms: Deformation; Mathematical analysis; Railroad tracks; Train track dynamics
• Old TRIS Terms: Track deformation; Track response investigations
• Subject Areas: Railroads;

Filing Info

• Accession Number: 00131247
• Record Type: Publication
• Source Agency: International Union of Railways
• Files: TRIS
• Created Date: Apr 21 1976 12:00AM