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dc.creatorKnežević, Petar
dc.creatorRadaković, Aleksandar
dc.creatorNikola, Velimirović
dc.creatorZoran, Perović
dc.creatorNenad, Stojković
dc.date.accessioned2023-10-20T10:28:14Z
dc.date.available2023-10-20T10:28:14Z
dc.date.issued2023
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/3228
dc.description.abstractIn this paper, the new type of Preisach model, that describes the inner hysteresis looops of structural mild steel under cyclic loading, is developed. It is the multilinear mechanical model, that describes closed hysteresis loops typical for structural steel. The analytical model and appropriate Preisach triangle, suitable for engineering practice, were defined. This model was verified by comparison with the experimental results. The experiment has been carried out on structural steel S275 specimens, cyclicly loaded.sr
dc.language.isoensr
dc.publisherInternational Conference Synergy of Architecture and Civil Engineeringsr
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceConference Synergy of Architecture & Civil Engineering (SINARG), Niš, September 14–15, 2023sr
dc.subjectstructural mild steelsr
dc.subjectcyclic loadingsr
dc.subjecthysteresis loopsr
dc.subjectPreisach modelsr
dc.titlePreisach model for inner hysteresis loops of cyclicly loaded mild steel elementssr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/12175/bitstream_12175.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_3228
dc.type.versionpublishedVersionsr


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