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Description
  • The paper is focused on stress measurement in railway substructure in the prototype turnout for high speed. The aim of the measurement and its evaluation was comparison of obtained results with theoretical presumptions. The methods of measurement and evaluation are described. The conclusions about stresses in railway substructure included relationship on train velocity are presented.
  • The paper is focused on stress measurement in railway substructure in the prototype turnout for high speed. The aim of the measurement and its evaluation was comparison of obtained results with theoretical presumptions. The methods of measurement and evaluation are described. The conclusions about stresses in railway substructure included relationship on train velocity are presented. (en)
  • The paper is focused on stress measurement in railway substructure in the prototype turnout for high speed. The aim of the measurement and its evaluation was comparison of obtained results with theoretical presumptions. The methods of measurement and evaluation are described. The conclusions about stresses in railway substructure included relationship on train velocity are presented. (cs)
Title
  • The Measurement of Stresses in Railway Substructure in Turnout (en)
  • Měření napětí v pražcovém podloží ve výhybce
  • Měření napětí v pražcovém podloží ve výhybce (cs)
skos:prefLabel
  • The Measurement of Stresses in Railway Substructure in Turnout (en)
  • Měření napětí v pražcovém podloží ve výhybce
  • Měření napětí v pražcovém podloží ve výhybce (cs)
skos:notation
  • RIV/00216305:26110/04:PU44777!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • V, Z(MSM 261100007)
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  • 572909
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  • RIV/00216305:26110/04:PU44777
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  • railway structures (en)
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  • [EAE307E5A1F6]
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  • Herľany
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  • Smutný, Jaroslav
  • Plášek, Otto
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http://linked.open...n/vavai/riv/zamer
number of pages
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  • Technická univerzita v Košiciach. Stavebná fakulta
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  • 80-8073-168-3
http://localhost/t...ganizacniJednotka
  • 26110
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