Rodyti trumpą aprašą

dc.contributor.authorGribniak, Viktor
dc.contributor.authorBačinskas, Darius
dc.contributor.authorKaklauskas, Gintaris
dc.date.accessioned2023-09-18T19:58:25Z
dc.date.available2023-09-18T19:58:25Z
dc.date.issued2007
dc.identifier.other(BIS)VGT02-000016020
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/145366
dc.description.abstractThis paper presents a strategy of numerical simulation of reinforced concrete members exposed to high temteratures and subjected to external loading. Finite element modelling of full load-deflection behaviour of experimental reinforced concrete beams reported in the literature has been carried out. A constitutive model based on Eurocode 2 specifications has been used in the analysis. Comparison of numerical simulation and test results has shown reasonable accuracy.eng
dc.format.extentp. 53-58
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleNon-linear modelling of reinforced concrete beams subjected to fire
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references9
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.sourcetitleUrban habitat constructions under catastrophic events: proceedings of workshop, Prague 30-31.3.2007 / European Co-operation in the field of Scientific and Technical Research, European Science Foundation
dc.publisher.nameCzech Technical University in Prague
dc.publisher.cityPrague
dc.identifier.elaba3807302


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Rodyti trumpą aprašą