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dc.contributor.authorBačinskas, Darius
dc.contributor.authorKaklauskas, Gintaris
dc.contributor.authorGribniak, Viktor
dc.date.accessioned2023-09-18T17:08:17Z
dc.date.available2023-09-18T17:08:17Z
dc.date.issued2008
dc.identifier.other(BIS)VGT02-000016823
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/120083
dc.description.abstractIn this paper, an attempt has been made to extend application of the Flexural model to stress and strain analysis of flexural reinforced concrete members subjected to high temperature. Constitutive models and key material parameters describing thermo-mechanical behaviour of concrete and reinforcement are discussed. A powerful calculation technique based on layered approach is briefly described. Comparison of numerical simulation and test results has shown reasonable accuracy.eng
dc.format.extentp. 311-318
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleLayered section analysis of RC slabs subjected to fire
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references13
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleFib Workshop : proceedings of the International workshop "Fire Design of Concrete Structures - From Materialas Modelling to Structural Performance". University of Coimbra, Coimbra - Portugal 8th-9th Nowember 2007
dc.publisher.cityCoimbra
dc.identifier.elaba3825462


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