1. University of Kragujevac Digital Archive
  2. University of Kragujevac
  3. Faculty of Engineering, Kragujevac
Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/22608
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dc.contributor.authorDunić, Vladimir-
dc.contributor.authorGrujovic, Nenad-
dc.contributor.authorBodić, Aleksandar-
dc.contributor.authorRakić, Dragan-
dc.contributor.authorZivkovic, Miroslav-
dc.contributor.editorKojić, Miloš-
dc.date.accessioned2025-10-22T08:11:46Z-
dc.date.available2025-10-22T08:11:46Z-
dc.date.issued2025-
dc.identifier.issn1820-6530en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/22608-
dc.description.abstractThe concrete damaged plasticity (CDP) model is one of the most popular constitutive models implemented into various Finite Element Method software. The application to the real structures is documented in the literature, but still there are some doubts about the response in combination with the various finite elements. Simple benchmark examples simulated by the PAK software are used to show the open questions and possible answers. Testing of tetrahedral and hexahedral finite elements, as well as the various time increment provided the discussion and conclusions which can be useful for further simulations of real concrete structures’ response.en_US
dc.description.urihttps://www.sscm.kg.ac.rs/jsscm/downloads/Vol19No1/Vol19No1_04.pdfen_US
dc.language.isoenen_US
dc.publisherSerbian Society for Computational Mechanicsen_US
dc.relationScience Fund of the Republic of Serbia, #GRANT No. 7475, Prediction of damage evolution in engineering structures – PROMINENTen_US
dc.relation.ispartofJournal of the Serbian Society for Computational Mechanicsen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectConcrete damaged plasticityen_US
dc.subjectetrahedral and hexahedral finite elementsen_US
dc.subjectConstitutive modelen_US
dc.subjectFinite element methoden_US
dc.subjectPAK softwareen_US
dc.titleVarious Finite Elements in Numerical Analysis of Uniaxial Tests for the Concrete Damaged Plasticity (CDP) Constitutive Modelen_US
dc.typearticleen_US
dc.description.versionPublisheden_US
dc.identifier.doi10.24874/jsscm.2025.19.01.04en_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Engineering, Kragujevac

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