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Volterra integral equations versus (aeem) method of bažant in analysis of statically indeterminate composite steel-concrete beams regarding creep of concrete



dc.contributor.authorPartov D.N.
dc.contributor.authorKantchev V.K.
dc.contributor.authorStoyanov Ch.P.
dc.contributor.authorKřístek V.
dc.date.accessioned2019-03-27T22:34:31Z
dc.date.available2019-03-27T22:34:31Z
dc.date.issued2018
dc.identifierV3S-325322
dc.identifier.citationPARTOV, D.N., et al. Volterra integral equations versus (aeem) method of bažant in analysis of statically indeterminate composite steel-concrete beams regarding creep of concrete. In: XVIII ЮБИЛЕЙНА МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ПО СТРОИТЕЛСТВО И АРХИТЕКТУРА ВСУ’2018. ХVIII ЮБИЛЕЙНА МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ "СТРОИТЕЛСТВО И АРХИТЕКТУРА" ВСУ'2018, Sofia, 2018-10-18/2018-10-20. University of Structural Engineering and Architecture, VSU “Lyuben Karavelov”, 2018. ISSN 1314-071X.
dc.identifier.issn1314-071X (online)
dc.identifier.urihttp://hdl.handle.net/10467/81719
dc.description.abstractThe paper presents numerical analysis of the stress changes due to creep in statically indeterminate composite steel-concrete beam. For determining the relaxation of a bending moment, aroused over the support due to its settlement, in a continuous composite steel- concrete beam, with respect to time “t”, system of two independent Volterra integral equations of the second kind have been derived, on the basis of the theory of the viscoelastic body of Arutyunyan–Trost-Bažant.eng
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherUniversity of Structural Engineering and Architecture, VSU “Lyuben Karavelov”
dc.relation.ispartofXVIII ЮБИЛЕЙНА МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ ПО СТРОИТЕЛСТВО И АРХИТЕКТУРА ВСУ’2018
dc.subjectrelaxationeng
dc.subjectnumerical analysiseng
dc.subjectindeterminate composite steel-concrete beameng
dc.subjectVolterra integral equationseng
dc.subjectrheologyeng
dc.subjectAAEM methodeng
dc.titleVolterra integral equations versus (aeem) method of bažant in analysis of statically indeterminate composite steel-concrete beams regarding creep of concreteeng
dc.typestať ve sborníkucze
dc.typeconference papereng
dc.relation.projectidinfo:eu-repo/grantAgreement/Czech Science Foundation/GA/GA16-04454S/CZ/Uncertainties on the material level affecting those on the structural level/
dc.rights.accessclosedAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion
dc.relation.conferenceХVIII ЮБИЛЕЙНА МЕЖДУНАРОДНА НАУЧНА КОНФЕРЕНЦИЯ "СТРОИТЕЛСТВО И АРХИТЕКТУРА" ВСУ'2018


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