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dc.creatorKuzmanović, Vladan
dc.creatorSavić, Ljubodrag
dc.creatorMladenović, Nikola
dc.date.accessioned2019-04-19T14:20:55Z
dc.date.available2019-04-19T14:20:55Z
dc.date.issued2013
dc.identifier.issn0149-5739
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/556
dc.description.abstractA new approach in 3D numerical modeling for unsteady phased thermal-stress analysis of a massive concrete hydraulic structure is presented. The temperature field is computed first, providing a drive for the unsteady, nonlinear, viscoelastic, stress-strain analysis. This model is devised with actual initial and boundary conditions, appropriate material properties, and the observed concrete placement schedule. The verification is based on the field investigations of the Platanovryssi dam. The results of a long-term analysis have shown close agreement with the observed dam conditions. The proposed model presents a reliable tool for thermal-stress computation and transverse contraction joint distance evaluation.en
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37009/RS//
dc.rightsrestrictedAccess
dc.sourceJournal of Thermal Stresses
dc.subjectDamsen
dc.subjectMonolith-lengthen
dc.subjectRoller-Compacted Concreteen
dc.subjectThermal stressesen
dc.titleComputation of Thermal-Stresses and Contraction Joint Distance of RCC Damsen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage134
dc.citation.issue2
dc.citation.other36(2): 112-134
dc.citation.rankM22
dc.citation.spage112
dc.citation.volume36
dc.identifier.doi10.1080/01495739.2013.764795
dc.identifier.rcubconv_1612
dc.identifier.scopus2-s2.0-84874058992
dc.identifier.wos000315677800003
dc.type.versionpublishedVersion


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