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dc.creatorMašović, Snežana
dc.creatorStošić, Saša
dc.creatorPecić, Nenad
dc.date.accessioned2023-02-03T12:28:09Z
dc.date.available2023-02-03T12:28:09Z
dc.date.issued2011
dc.identifier.issn9989-9785-1-8
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/3022
dc.description.abstractTime-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number of software applications have been developed to deal with time-dependent properties of concrete. In this paper numerical simulation of experimental long-term behavior of composite concrete beams made continuous is presented. DIANA software nonlinear FEM analysis and a simplified method for prediction of the continuity restraint moment are compared with the experimental results. ACI 209, MC 90, LRFD and EC2 material models have been applied. Material models were also compared with respect to compliance of calculated and measured moments.sr
dc.language.isoensr
dc.publisherMASEsr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceMacedonian association of structural engineers - MASEsr
dc.subjectcomposite beamssr
dc.subjectconcretesr
dc.subjectconstruction methodssr
dc.subjectcreepsr
dc.subjectshrinkagesr
dc.subjectnonlinear analysissr
dc.titleLong-term behavior of composite concrete girders made continuoussr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.epage208
dc.citation.spage203
dc.citation.volume1
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/11458/MasovicStosicPecic-LongTermBehaviourOfCompositeConcreteGirdersMadeContinuous-MASE-2011.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_3022
dc.type.versionpublishedVersionsr


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Приказ основних података о документу