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Influence of ageing and fatigue of concrete on response of pre-stressed sleepers: parametric study and experiment

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU109054" target="_blank" >RIV/00216305:26110/13:PU109054 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Vliv stáří a únavy betonu na odezvu předpjatých železobetonových pražců: parametrická studie a experiment

  • Original language description

    This paper introduces a study of influence of material parameters of concrete on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete on structural behaviour of the studied pre-cast structural members is investigated by means of numerical modelling of standardized static loading tests, which are used as a tool for quality control of sleeper?s production according to European Standards for railwayapplications. The tests are numerically simulated using ATENA nonlinear finite element method software. Results of the numerical study are compared with experimental data obtained on sleepers tested after 17 years of traffic service.

  • Czech name

    Vliv stáří a únavy betonu na odezvu předpjatých železobetonových pražců: parametrická studie a experiment

  • Czech description

    This paper introduces a study of influence of material parameters of concrete on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete on structural behaviour of the studied pre-cast structural members is investigated by means of numerical modelling of standardized static loading tests, which are used as a tool for quality control of sleeper?s production according to European Standards for railwayapplications. The tests are numerically simulated using ATENA nonlinear finite element method software. Results of the numerical study are compared with experimental data obtained on sleepers tested after 17 years of traffic service.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Structural and Physical Aspects of Civil Engineering, 2013

  • ISBN

    978-80-553-1488-4

  • ISSN

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    1-4

  • Publisher name

    Neuveden

  • Place of publication

    Štrbské pleso, Slovenská republika

  • Event location

    High Tatras Strbske Pleso

  • Event date

    Nov 27, 2013

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article