EFFECT OF THE INFRASTRUCTURE REACTION MODULUS ON THE INTERNAL STRESSES IN THE INBK-7 SLEEPER

WPLYN WSPOLCZYNNIKA PODATNOSCI PODLOZA NA SILY WEWNETRZNE W PODKLADZIE KOLEJOWYM INBK-7

The authors carry out a static analysis of the sleeper on a flexible Winkler foundation with various values for the foundation reaction modulus. The analysis shows that the variation in the value of modulus C to the extent of 0.5-69 kg/cubic cm changes the bending moment and transversal stresses very slightly.

• Corporate Authors:

  Wydawnichtwa Komunikacji i Laczosci

  U1 Kazimierzowska 52
  Warsaw,   Poland 
• Authors:
  • Syczewski, M
• Publication Date: 1977-3

Language

• Polish

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 78-81
• Serial:
  • Przeglad Kolejowy Drogowy
  • Volume: 24
  • Issue Number: 3
  • Publisher: Wydawnichtwa Komunikacji i Laczosci

Subject/Index Terms

• TRT Terms: Bending moments; Concrete; Concrete ties; Railroad ties; Railroad tracks; Structural analysis; Train track dynamics
• Old TRIS Terms: Track response investigations
• Subject Areas: Materials; Railroads;

Filing Info

• Accession Number: 00163249
• Record Type: Publication
• Source Agency: International Union of Railways
• Files: TRIS
• Created Date: Oct 13 1977 12:00AM