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rdf:type
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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)
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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)
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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)
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skos:notation
| - RIV/00216305:26110/07:PU69592!RIV08-MSM-26110___
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http://linked.open.../vavai/riv/strany
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
| - P(1M0579), P(GA103/06/1107)
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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/00216305:26110/07:PU69592
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - fracture parameter, anchor-concrete, modelling, concrete elements, notched beam concrete (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
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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
| - Karmazínová, Marcela
- Keršner, Zbyněk
- Veselý, Václav
- Schmid, Pavel
- Průša, Jaroslav
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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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