Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/10416
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dc.contributor.authorDjokovic, Jelena-
dc.contributor.authorNikolic, Ruzica-
dc.contributor.authorBujnak, Jan-
dc.date.accessioned2021-04-20T15:41:39Z-
dc.date.available2021-04-20T15:41:39Z-
dc.date.issued2013-
dc.identifier.issn1877-7058-
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/10416-
dc.description.abstractTheory of concrete fracture, despite all the efforts of numerous researchers, still did not provide the clear answer to the problem of modeling the fracture processes of concrete. Three well known theories are at hand: fracture mechanics, plasticity theory and mechanics of continuous damages. The fundamental assumptions, those theories are based on, do not completely correspond to the nature of concrete. They all are confronted with numerous problems, out of which the four are fundamental: damages micromechanics, damages localization, size effects and the dilemma when to apply the phenomenological and when the micromechanical approach to considering this problem. In this paper are considered the first two of those problems. © 2013 The Authors. Published by Elsevier Ltd.-
dc.rightsrestrictedAccess-
dc.sourceProcedia Engineering-
dc.titleFundamental problems of modeling the fracture processes in concrete I: Micromechanics and localization of damages-
dc.typeconferenceObject-
dc.identifier.doi10.1016/j.proeng.2013.09.029-
dc.identifier.scopus2-s2.0-84891815736-
Appears in Collections:Faculty of Engineering, Kragujevac

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