The Measurement of Stresses in Railway Substructure in Turnout

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44777" target="_blank" >RIV/00216305:26110/04:PU44777 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Měření napětí v pražcovém podloží ve výhybce

Original language 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.

Czech name

Měření napětí v pražcovém podloží ve výhybce

Czech 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.

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2004

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Pozemné komunikácie a dráhy

ISBN

80-8073-168-3

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

41-46

Publisher name

Technická univerzita v Košiciach - Stavebná fakulta

Place of publication

Košice

Event location

Herľany

Event date

Sep 9, 2004

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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