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Description
  • The knowledge of values of fracture-mechanical parameters is fundamental for failure numerical modelling of concrete elements. Experimental results of 6 notched-beam concrete specimens subjected to three-point bending are used here. Effective crack model is applied to determine fracture-mechanical parameters. The results of the paper are mean values and variability of selected fracture-mechanical parameters. Values of modulus of elasticity and specific fracture energy are recommended as input values of finite element method modelling of anchor-concrete response.
  • The knowledge of values of fracture-mechanical parameters is fundamental for failure numerical modelling of concrete elements. Experimental results of 6 notched-beam concrete specimens subjected to three-point bending are used here. Effective crack model is applied to determine fracture-mechanical parameters. The results of the paper are mean values and variability of selected fracture-mechanical parameters. Values of modulus of elasticity and specific fracture energy are recommended as input values of finite element method modelling of anchor-concrete response. (en)
  • The knowledge of values of fracture-mechanical parameters is fundamental for failure numerical modelling of concrete elements. Experimental results of 6 notched-beam concrete specimens subjected to three-point bending are used here. Effective crack model is applied to determine fracture-mechanical parameters. The results of the paper are mean values and variability of selected fracture-mechanical parameters. Values of modulus of elasticity and specific fracture energy are recommended as input values of finite element method modelling of anchor-concrete response. (cs)
Title
  • Hodnoty parametrů betonu z lomových zkoušek pro numerickou simulaci chování kotevních bloků
  • Fracture parameter values for anchor-concrete response modelling (en)
  • Hodnoty parametrů betonu z lomových zkoušek pro numerickou simulaci chování kotevních bloků (cs)
skos:prefLabel
  • Hodnoty parametrů betonu z lomových zkoušek pro numerickou simulaci chování kotevních bloků
  • Fracture parameter values for anchor-concrete response modelling (en)
  • Hodnoty parametrů betonu z lomových zkoušek pro numerickou simulaci chování kotevních bloků (cs)
skos:notation
  • RIV/00216305:26110/07:PU69592!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 187-192
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/06/1107)
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
  • 424662
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU69592
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • fracture parameter, anchor-concrete, modelling, concrete elements, notched beam concrete (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [C5149C4788E4]
http://linked.open...v/mistoKonaniAkce
  • Brno, VUT-FAST
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • Experiment 2007
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
  • Karmazínová, Marcela
  • Keršner, Zbyněk
  • Veselý, Václav
  • Schmid, Pavel
  • Průša, Jaroslav
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
  • 978-80-7204-543-3
http://localhost/t...ganizacniJednotka
  • 26110
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