Detail publikace

Design of Under Sleeper Pads for Turnout

PLÁŠEK, O. HRUZÍKOVÁ, M.

Originální název

Design of Under Sleeper Pads for Turnout

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

Recently unexpected unsymmetrical settlements of long concrete bearers occurred at turnouts in the Czech railway tracks. The changes of bearer position arise due to the high stresses in ballast under underneath surface of bearers ends. Under sleeper pads are included into turnouts to reduce stresses in ballast bed, to improve homogeneity of track stiffness and to avoid deterioration of track quality. The design of under sleeper pads for turnout is related to arrangement of concrete bearers. The main goal of the design is homogenization of rail vertical displacement under an axle force and homogenization of stresses in ballast bed. The main part of the paper is focused on the results evaluation of FEM analysis and their practical application in design of under sleeper pads.

Klíčová slova

railway superstructure, permanent way, switches and crossings, under sleeper pads

Autoři

PLÁŠEK, O.; HRUZÍKOVÁ, M.

Rok RIV

2007

Vydáno

18. 10. 2007

Nakladatel

Politechnika Poznanska

Místo

Poznan

ISSN

1897-4007

Periodikum

Archiwum Instytutu Inzynierii Ladowej. Archives of Institute of Civil Engineering

Ročník

2007

Číslo

3/2007

Stát

Polská republika

Strany od

241

Strany do

249

Strany počet

9

BibTex

@article{BUT45144,
  author="Otto {Plášek} and Miroslava {Hruzíková}",
  title="Design of Under Sleeper Pads for Turnout",
  journal="Archiwum Instytutu Inzynierii Ladowej. Archives of Institute of Civil Engineering",
  year="2007",
  volume="2007",
  number="3/2007",
  pages="241--249",
  issn="1897-4007"
}