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dc.contributor.authorDaugevičius, Mykolas
dc.date.accessioned2023-09-18T17:00:00Z
dc.date.available2023-09-18T17:00:00Z
dc.date.issued2017
dc.identifier.issn2029-882X
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/118718
dc.description.abstractDifferent strengthening technique was evaluated in order to investigate the effect of prestress. The analysed beams were strengthened with non-prestressed CFRP and prestressed CFRP at different loading levels. It has allowed a better understanding about strengthening effectiveness. Results obtained by finite element analysis were compared with experimental results obtained by other researchers. Phased nonlinear analysis was used to simulate the behaviour of the strengthened beams. Performed analysis showed that it is possible to use finite element analysis in order to investigate a real behaviour of the strengthened elements in real structure.eng
dc.formatPDF
dc.format.extentp. 148-156
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyGale's Academic OneFile
dc.relation.isreferencedbyIndex Copernicus
dc.relation.isreferencedbyICONDA
dc.source.urihttp://dx.doi.org/10.3846/2029882X.2017.1381044
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleNumerical investigation of RC beams strengthened with prestressed CFRP
dc.typeStraipsnis kitoje DB / Article in other DB
dcterms.references19
dc.type.pubtypeS3 - Straipsnis kitoje DB / Article in other DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 008 - Medžiagų inžinerija / Material engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enStrengthening
dc.subject.enPrestressed CFRP
dc.subject.enNumerical investigation
dc.subject.enDeflection
dc.subject.enDepth of neutral axis.
dcterms.sourcetitleEngineering structures and technologies
dc.description.issueno. 3
dc.description.volumeVol. 9
dc.publisher.nameTechnika; Taylor & Francis
dc.publisher.cityVilnius; Londonas
dc.identifier.doi10.3846/2029882X.2017.1381044
dc.identifier.elaba24199603


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