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  • 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 studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production.
  • 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 studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production. (en)
  • 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 studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production. (cs)
Title
  • Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce
  • Influence of mechanical parameters of concrete of railway sleeper on its behaviour in loading test (en)
  • Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce (cs)
skos:prefLabel
  • Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce
  • Influence of mechanical parameters of concrete of railway sleeper on its behaviour in loading test (en)
  • Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce (cs)
skos:notation
  • RIV/00216305:26110/06:PU65598!RIV07-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 265-268
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 506934
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/06:PU65598
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Material parameters, concrete, mechanical response, fracture-mechanical parameters, numerical modelling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [EC0F47617DB0]
http://linked.open...v/mistoKonaniAkce
  • VUT v Brně, Fakulta stavební, Veveří 331/95,
http://linked.open...i/riv/mistoVydani
  • Brno, ČR
http://linked.open...i/riv/nazevZdroje
  • Pravděpodobnost porušování konstrukcí 2006
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Keršner, Zbyněk
  • Veselý, Václav
  • Řoutil, Ladislav
  • Štancl, Patrik
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 80-214-3251-9
http://localhost/t...ganizacniJednotka
  • 26110
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