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  • This paper presents a study of numerical modeling of sources of size effects in concrete structures. The major motivation is to identify and study interplay of several scaling length stemming from the material, boundary conditions and geometry. We compare our results with the well published results of direct tensile tests of dog-bone specimen with rotating boundary conditions. The specimens are modeled using microplane material and fracture-plastic material law to show that a portion of the dependence of nominal strength on structural size can be explained deterministically. We model individual sources of size effect. Namely, we model local material strength using an autocorrelated random field to identify a statistical part of size effect. Another size effect sources could be explained either by the presence of a weak surface layer of constant thickness (caused e.g. by drying, surface damage, or other irregularities) and three dimensional out-of-plane specimen flexure. The latter effect is examined o
  • This paper presents a study of numerical modeling of sources of size effects in concrete structures. The major motivation is to identify and study interplay of several scaling length stemming from the material, boundary conditions and geometry. We compare our results with the well published results of direct tensile tests of dog-bone specimen with rotating boundary conditions. The specimens are modeled using microplane material and fracture-plastic material law to show that a portion of the dependence of nominal strength on structural size can be explained deterministically. We model individual sources of size effect. Namely, we model local material strength using an autocorrelated random field to identify a statistical part of size effect. Another size effect sources could be explained either by the presence of a weak surface layer of constant thickness (caused e.g. by drying, surface damage, or other irregularities) and three dimensional out-of-plane specimen flexure. The latter effect is examined o (en)
Title
  • Size effects in concrete specimens under uniaxial tension: Computational modeling
  • Size effects in concrete specimens under uniaxial tension: Computational modeling (en)
skos:prefLabel
  • Size effects in concrete specimens under uniaxial tension: Computational modeling
  • Size effects in concrete specimens under uniaxial tension: Computational modeling (en)
skos:notation
  • RIV/00216305:26110/10:PU90462!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GD103/09/H085), P(KJB201720902)
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
  • 287632
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/10:PU90462
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Size effect on strength, dog-bone specimens, random field, stochastic analysis, ATENA software (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [51E40544F894]
http://linked.open...v/mistoKonaniAkce
  • Kodaň
http://linked.open...i/riv/mistoVydani
  • Kodaň, Dánsko
http://linked.open...i/riv/nazevZdroje
  • 8th fib International PhD Symposium in Civil Engineering
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
  • Sadílek, Václav
  • Vořechovský, Miroslav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • DTU Byg
https://schema.org/isbn
  • 978-87-7877-301-2
http://localhost/t...ganizacniJednotka
  • 26110
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