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  • The article discusses non-linear constitutive modelling of concrete in 2D. The constitutive model is based on a smeared crack approach and uses the Bazant?s smeared crack model for an elimination of a computational size effect. This type of model allows to do a relatively simple non-linear analysis of 2D concrete problems but it still includes several input data that are not so easy to obtain. The paper includes a description of used constitutive model, its variations a limitations and numerical examples.
  • The article discusses non-linear constitutive modelling of concrete in 2D. The constitutive model is based on a smeared crack approach and uses the Bazant?s smeared crack model for an elimination of a computational size effect. This type of model allows to do a relatively simple non-linear analysis of 2D concrete problems but it still includes several input data that are not so easy to obtain. The paper includes a description of used constitutive model, its variations a limitations and numerical examples. (en)
  • Tento článek se zabývá nelineárním konstitutivním modelem betonu ve 2D. Konstitutivní model je založen na přístupu rozmazaných trhlin a využívá Bazant´s smeared crack model. Tento typ modelu umožňuje provést poměrně jednoduchou nelineární analýzu 2D betonových příkladů. Model ale stále obsahuje několik vstupních údajů, které nelze tak snadno získat. Tento článek obsahuje popis použitého konstitutivního modelu, jeho proměnné a numerické příklady. (cs)
Title
  • Constitutive Modelling of Concrete in 2D Using Smeared Crack Model
  • Konstitutivní modelování betonu ve 2D použitím modelu rozmazaných trhlin (cs)
  • Constitutive Modelling of Concrete in 2D Using Smeared Crack Model (en)
skos:prefLabel
  • Constitutive Modelling of Concrete in 2D Using Smeared Crack Model
  • Konstitutivní modelování betonu ve 2D použitím modelu rozmazaných trhlin (cs)
  • Constitutive Modelling of Concrete in 2D Using Smeared Crack Model (en)
skos:notation
  • RIV/61989100:27120/08:00018678!RIV09-GA0-27120___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/07/1276)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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  • 361075
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/08:00018678
http://linked.open...riv/jazykVysledku
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  • Finite element method; smeared cracks; concrete (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [E8D24923D636]
http://linked.open...i/riv/mistoVydani
  • Rio de Janeiro, Brazil
http://linked.open...i/riv/nazevZdroje
  • EngOpt 2008, International Conference on Engineering Optimization
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Brožovský, Jiří
  • Mynarz, Miroslav
  • Sucharda, Oldřich
number of pages
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  • International Conference on Engineering Optimization
https://schema.org/isbn
  • 978-85-7650-152-7
http://localhost/t...ganizacniJednotka
  • 27120
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