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  • Modelling of loading tests of pre-tensioned monoblock railway sleepers is the main scope of the presented study. These tests are standartized by European Standards and they are employed for quality control of sleepers prosuction. Possibility of numerical simulation of one of the tests by means of nonlinear FEM code ATENA (based on fracture mechanical approach) is investigated. Previously calibrated material model of concrete is used here in numerical simulations of railway sleeper test. Degradation of materials of the sleepers is analysed using parametric study: Several examples showing trends and sensitivity of tested sleepers behaviour due to variation of values of different mechanical/fracture characteristics are given.
  • Modelling of loading tests of pre-tensioned monoblock railway sleepers is the main scope of the presented study. These tests are standartized by European Standards and they are employed for quality control of sleepers prosuction. Possibility of numerical simulation of one of the tests by means of nonlinear FEM code ATENA (based on fracture mechanical approach) is investigated. Previously calibrated material model of concrete is used here in numerical simulations of railway sleeper test. Degradation of materials of the sleepers is analysed using parametric study: Several examples showing trends and sensitivity of tested sleepers behaviour due to variation of values of different mechanical/fracture characteristics are given. (en)
  • Modelling of loading tests of pre-tensioned monoblock railway sleepers is the main scope of the presented study. These tests are standartized by European Standards and they are employed for quality control of sleepers prosuction. Possibility of numerical simulation of one of the tests by means of nonlinear FEM code ATENA (based on fracture mechanical approach) is investigated. Previously calibrated material model of concrete is used here in numerical simulations of railway sleeper test. Degradation of materials of the sleepers is analysed using parametric study: Several examples showing trends and sensitivity of tested sleepers behaviour due to variation of values of different mechanical/fracture characteristics are given. (cs)
Title
  • Modelling of degradation of pre-tensioned sleepers
  • Modelling of degradation of pre-tensioned sleepers (en)
  • Modelling of degradation of pre-tensioned sleepers (cs)
skos:prefLabel
  • Modelling of degradation of pre-tensioned sleepers
  • Modelling of degradation of pre-tensioned sleepers (en)
  • Modelling of degradation of pre-tensioned sleepers (cs)
skos:notation
  • RIV/00216305:26110/06:PU65599!RIV07-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 337-342
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
  • 486219
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/06:PU65599
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Modelling, numerical simulation, fracture mechanical, concrete, degradation (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [08D739196B39]
http://linked.open...v/mistoKonaniAkce
  • Levoča
http://linked.open...i/riv/mistoVydani
  • Levoča, SR
http://linked.open...i/riv/nazevZdroje
  • Quality and Reliability in Building Industry
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
  • Bílek, Vlastimil
  • 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
  • 80-8073-594-8
http://localhost/t...ganizacniJednotka
  • 26110
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