About: Modeling nonlinear mechanical response of FRC in Atena software     Goto   Sponge   Distinct   Permalink

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  • Příspěvek navazuje na sérii článků autorů (1-3), která je zaměřena na virtuální simulování vláknocementových kompozitů. Motivací je identifikovat materiálový zákon pro nelineární konečněprvkostní model založený na experimentálních datech. Tento model má být následně využit pro odhad chování materiálu v různých kontextech, tedy pro různé geometrie prvků a jejich zatěžovací stavy. Využívaný software je program Atena a data jsou zíískána z autory dříve provedené sady experimentů. Tento článek je zaměřen na efekt nekluzných podpor prostě podepřeného nosníku (tříbodový ohyb trámce z betonu). Na konci článku je zmíněn (a v kontextu předkládaných modelů dokumentován) silný vliv konvergenčních kritérií na vypočtenou odezvu nosníku v softwaru Atena. (cs)
  • The article belongs to a series of articles by the present authors (3-5) focused on possinilities of virtual simulation of RFC. In particular, the motivation is to identify model material laws for a nonlinear finite element (FEM) code based on available test data and to use the model for prediction of material behaviour in various contexts. The software at hand is ATENA program and the data are represented by a test series previously obtained by the authors. The present paper is focused on the effect of nonzero stiffness of the sliding support of simply supported beam (a three-point bent beam made of concrete). In the reminder of the paper, a strong effect of default convergence criteria in ATENA software is documented in the context presented simulations.
  • The article belongs to a series of articles by the present authors (3-5) focused on possinilities of virtual simulation of RFC. In particular, the motivation is to identify model material laws for a nonlinear finite element (FEM) code based on available test data and to use the model for prediction of material behaviour in various contexts. The software at hand is ATENA program and the data are represented by a test series previously obtained by the authors. The present paper is focused on the effect of nonzero stiffness of the sliding support of simply supported beam (a three-point bent beam made of concrete). In the reminder of the paper, a strong effect of default convergence criteria in ATENA software is documented in the context presented simulations. (en)
Title
  • Modeling nonlinear mechanical response of FRC in Atena software
  • Modeling nonlinear mechanical response of FRC in Atena software (en)
  • Modelování nelineární mechanické odezvy vláknobetonu v programu Atena (cs)
skos:prefLabel
  • Modeling nonlinear mechanical response of FRC in Atena software
  • Modeling nonlinear mechanical response of FRC in Atena software (en)
  • Modelování nelineární mechanické odezvy vláknobetonu v programu Atena (cs)
skos:notation
  • RIV/00216305:26110/07:PU69346!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 320-323
http://linked.open...avai/riv/aktivita
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  • P(1M06005)
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  • 434293
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU69346
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  • modelling nonlinear mechanical, atena software, model material (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [9967501156EA]
http://linked.open...v/mistoKonaniAkce
  • TELČ
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  • Telč, Česká republika
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  • Ecology and new building materials and products
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  • Eliáš, Jan
  • Vořechovský, Miroslav
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-80-239-9347-9
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  • 26110
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