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dc.contributor.authorKuranovas, Artiomas
dc.contributor.authorGurkšnys, Kęstutis
dc.contributor.authorŠaučiuvėnas, Gintas
dc.contributor.authorKomka, Arūnas
dc.date.accessioned2023-09-18T19:13:32Z
dc.date.available2023-09-18T19:13:32Z
dc.date.issued2012
dc.identifier.other(BIS)VGT02-000024992
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/136904
dc.description.abstractThis paper describes the complex behaviour of Hollow Concrete Filled Tubes (HCFT) with centrifuged concrete under axial load and includes both theoretical and experimental parts of stress state investigation for various period of loading. The main goal of this investigation was to compare theoretical and test values on the external surfaces of steel shell and concrete core and to derive expression how to find 3D stresses in the interaction surfaces between HCFT components.eng
dc.formatPDF
dc.format.extentp. 298-305
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleStress analysis of centrifuged concrete filled steel tube elements
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references5
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionResearch and Development Department, Myrina Invest AB, Sweden
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleProceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures (ASCCS 2012), 2-4 July, 2012, Singapore
dc.publisher.nameResearch Publishing Services
dc.publisher.citySingapore
dc.identifier.doi10.3850/978-981-07-2615-7 323
dc.identifier.elaba3991009


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