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Simulace porušení betonu pomocí nelokálního modelu / Simulation of concrete fracture using nonlocal model

The thesis deals with nonlocal model simulations of the three-point-bening test series. The model is applied to set of beams of variable size and notch depth. The intention is to identify such parameters that would provide the response of the nonlocal model similar to experimental data from the comprehensive fracture tests performed at the Northwestern University. Size and shape of the process zone are estimated from the discrete model results and according to that the parameters of weight function and material for the nonlocal model are identified. Results obtained with the model are compared to the experimental data.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227585
Date January 2015
CreatorsKvětoň, Josef
ContributorsVořechovský, Miroslav, Eliáš, Jan
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

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