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Description
| - 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)
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Title
| - Size effects in concrete specimens under uniaxial tension: Computational modeling
- Size effects in concrete specimens under uniaxial tension: Computational modeling (en)
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skos:prefLabel
| - Size effects in concrete specimens under uniaxial tension: Computational modeling
- Size effects in concrete specimens under uniaxial tension: Computational modeling (en)
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skos:notation
| - RIV/00216305:26110/10:PU90462!RIV11-GA0-26110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
| - P(GD103/09/H085), P(KJB201720902)
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/10:PU90462
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - Size effect on strength, dog-bone specimens, random field, stochastic analysis, ATENA software (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...v/mistoKonaniAkce
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http://linked.open...i/riv/mistoVydani
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http://linked.open...i/riv/nazevZdroje
| - 8th fib International PhD Symposium in Civil Engineering
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
| - Sadílek, Václav
- Vořechovský, Miroslav
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http://linked.open...vavai/riv/typAkce
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http://linked.open.../riv/zahajeniAkce
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number of pages
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http://purl.org/ne...btex#hasPublisher
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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