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rdf:type
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Description
| - Experimental results available in the literature indicate that the nominal fracture energy of concrete (defined as total work of fracture divided by the ligament area) depends on the size of the specimen. Theoretical modeling of the size effect on nominal fracture energy based on a nonlocal constitutive model is attempted in this paper. The influence of various details of the integral-type nonlocal formulation, e.g., of the specific form of nonlocal averaging in the vicinity of a physical boundary, is studied and a physical explanation is provided. The numerical results are compared to experimental data for notched compact tension specimens, and conclusions are drawn for individual formulations. It is shown that the best agreement with experimentally observed trends is achieved if the notch is modeled as a layer of completely damaged material. Fitting of the size effects on both strength and fracture energy permits a unique identification of the model parameters.
- Experimental results available in the literature indicate that the nominal fracture energy of concrete (defined as total work of fracture divided by the ligament area) depends on the size of the specimen. Theoretical modeling of the size effect on nominal fracture energy based on a nonlocal constitutive model is attempted in this paper. The influence of various details of the integral-type nonlocal formulation, e.g., of the specific form of nonlocal averaging in the vicinity of a physical boundary, is studied and a physical explanation is provided. The numerical results are compared to experimental data for notched compact tension specimens, and conclusions are drawn for individual formulations. It is shown that the best agreement with experimentally observed trends is achieved if the notch is modeled as a layer of completely damaged material. Fitting of the size effects on both strength and fracture energy permits a unique identification of the model parameters. (en)
- Experimentální výsledky v dostupné literatuře ukazují, že nominální lomová energie betonu (definovaná jako celková práce spotřebovaná na lom dělená plochou ligamentu) závisí na velikosti vzorku. Tento článek je pokusem o teoretické modelování vlivu velikosti vzorku na nominální lomovou energii založené na nelokálním konstitutivním modelu. (cs)
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Title
| - Vliv velikosti vzorku na lomovou energii způsobený nelokalitou (cs)
- Size Effect on Fracture Energy Induced by Non-locality
- Size Effect on Fracture Energy Induced by Non-locality (en)
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skos:prefLabel
| - Vliv velikosti vzorku na lomovou energii způsobený nelokalitou (cs)
- Size Effect on Fracture Energy Induced by Non-locality
- Size Effect on Fracture Energy Induced by Non-locality (en)
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skos:notation
| - RIV/68407700:21110/04:01102087!RIV09-MSM-21110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...iv/cisloPeriodika
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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/68407700:21110/04:01102087
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - compact tension test; fracture energy; non-local damage; parameter identification; quasibrittle materials; scaling (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...odStatuVydavatele
| - US - Spojené státy americké
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/nazevZdroje
| - International Journal for Numerical and Analytical Methods in Geomechanics
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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...UplatneniVysledku
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http://linked.open...v/svazekPeriodika
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http://linked.open...iv/tvurceVysledku
| - Jirásek, Milan
- Grassl, P.
- Rolshoven, S.
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http://linked.open...ain/vavai/riv/wos
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http://linked.open...n/vavai/riv/zamer
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issn
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number of pages
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http://localhost/t...ganizacniJednotka
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