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Numerical modelling of concrete-filled steel tube columns under axial compression

dc.creatorNikolić, Jelena
dc.creatorKostić, Svetlana M.
dc.creatorStošić, Saša
dc.date.accessioned2022-10-14T10:30:24Z
dc.date.available2022-10-14T10:30:24Z
dc.date.issued2022
dc.identifier.isbn978-86-7518-227-6
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2767
dc.description.abstractThe paper presents the numerical modelling of concrete-filled steel tube stub columns under axial compression. The nonlinear 3D finite element model for the analysis was developed using ABAQUS software. The modelling, boundary conditions, the constitutive models for steel and concrete and contact interaction between the steel tube and concrete surface are discussed in detail. Three numerical models are proposed and validated using collected experimental data results. Finally, the composite column axial capacity is compared with the Eurocode 4 calculations for composite columns.sr
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceInternational Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congresssr
dc.subjectcomposite columnssr
dc.subjectnonlinear analysissr
dc.subjectfinite element analysissr
dc.titleNumerical modelling of concrete-filled steel tube columns under axial compressionsr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.issue246-255
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/10649/bitstream_10649.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2767
dc.type.versionpublishedVersionsr


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