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  • The paper presents the influence of dominant concrete's fracture-mechanical parameters on the load necessary to the propagation of a crack of defined width during the three-point bending check tests of railway sleepers. Results were obtained by means of a parametric numerical study. Also the nonlinear numerical model used for the study is mentioned.
  • The paper presents the influence of dominant concrete's fracture-mechanical parameters on the load necessary to the propagation of a crack of defined width during the three-point bending check tests of railway sleepers. Results were obtained by means of a parametric numerical study. Also the nonlinear numerical model used for the study is mentioned. (en)
Title
  • Crack propagation in railway sleepers in dependence on combinations of dominant parameters of concrete
  • Crack propagation in railway sleepers in dependence on combinations of dominant parameters of concrete (en)
skos:prefLabel
  • Crack propagation in railway sleepers in dependence on combinations of dominant parameters of concrete
  • Crack propagation in railway sleepers in dependence on combinations of dominant parameters of concrete (en)
skos:notation
  • RIV/00216305:26110/09:PU86678!RIV10-MSM-26110___
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  • P(1M0579), P(GA103/07/1276)
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  • 308482
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  • RIV/00216305:26110/09:PU86678
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  • pre-stressed railway sleeper, concrete, fracture-mechanical parameters, numerical model, parametric study (en)
http://linked.open.../riv/klicoveSlovo
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  • [AFBB1D46654B]
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  • Podbanské
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  • Podbánské
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  • Mladý vedec 2009 - 1. Medzinárodná doktorandská konferencia stavebníctva a architektúry
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  • Řoutil, Ladislav
  • Škrob, Vojtěch
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number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-80-553-0176-1
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  • 26110
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