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dc.contributor.advisorFolić, Radomir
dc.contributor.otherStojić, Dragoslav
dc.contributor.otherVacev, Todor
dc.contributor.otherStošić, Saša
dc.contributor.otherRanković, Slobodan
dc.creatorCumbo, Anđelko P.
dc.date.accessioned2018-02-26T12:39:41Z
dc.date.available2018-02-26T12:39:41Z
dc.date.available2020-07-03T15:57:41Z
dc.date.issued2017-04-25
dc.identifier.urihttp://nardus.mpn.gov.rs/handle/123456789/9141
dc.identifier.urihttp://eteze.ni.ac.rs/application/showtheses?thesesId=5574
dc.identifier.urihttps://fedorani.ni.ac.rs/fedora/get/o:1439/bdef:Content/download
dc.identifier.urihttp://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533943702
dc.description.abstractThis paper contains a proposed numerical procedure for determination of stress and deformations state due to creep and shrinkage of concrete and relaxation of prestressed steel in composite structures with apply of the finite element method. Stiffness matrix of linear finite-element is performed by use of layers technique, but rheological properties of concrete and prestressed reinforcement are introduced by fictive loading. For procedure development, generalized incremental stress-deformation links are used for viscous materials derived by application of displacement method. The manner is analysed in more details to determine fictive forces due to viscous deformations, especially the axial forces part as a contribution from the pure member bending. Improved procedure is formulated which provides considerable correction of results accuracy without the need of structure discretization on the bigger number of finite elements. Here developed procedure for calculation of composite structures is applicable in various technological procedures of construction-work with enabled gradual inclusion of some individual parts of composite section into a stress active section. It has been shown that time - dependent (rheological) changes considerably change state of stress and deformations of CS and that in their design negative impacts cannot be left out of the analysis. To that aim, the author has developed a program package with whose application, it is simple to get the needed results.en
dc.formatapplication/pdf
dc.languagesr
dc.publisherУниверзитет у Нишу, Грађевинско-архитектонски факултетsr
dc.rightsopenAccessen
dc.sourceУниверзитет у Нишуsr
dc.subjectspregnute konstrukcijesr
dc.subjectcomposite structuresen
dc.subjectrheologyen
dc.subjectcreepen
dc.subjectshrinkageen
dc.subjectviscous deformationsen
dc.subjecttime deformationsen
dc.subjectlayered finite elementsen
dc.subjectsprezanjesr
dc.subjectreologijasr
dc.subjecttečenjesr
dc.subjectskupljanjesr
dc.subjectviskozne deformacijesr
dc.subjectvremenske deformacijesr
dc.subjectslojeviti konačni elementisr
dc.titleAnaliza uticaja reoloških svojstava kod složenih spregnutih konstrukcija slojevitim konačnim elementimasr
dc.typedoctoralThesis
dc.rights.licenseBY-NC-ND
dcterms.abstractФолић, Радомир; Стојић, Драгослав; Вацев, Тодор; Стошић, Саша; Ранковић, Слободан; Цумбо, Aнђелко П.; Aнализа утицаја реолошких својстава код сложених спрегнутих конструкција слојевитим коначним елементима; Aнализа утицаја реолошких својстава код сложених спрегнутих конструкција слојевитим коначним елементима;
dc.identifier.fulltexthttp://nardus.mpn.gov.rs/bitstream/id/51283/Disertacija.pdf
dc.identifier.fulltexthttp://nardus.mpn.gov.rs/bitstream/id/51284/Cumbo_Andjelko_P.pdf


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