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dc.creatorIvanović, Nikola
dc.creatorDobrić, Jelena
dc.creatorSpremić, Milan
dc.creatorGluhović, Nina
dc.creatorMilovanović, Jovana
dc.date.accessioned2019-04-30T13:24:29Z
dc.date.available2019-04-30T13:24:29Z
dc.date.issued2018
dc.identifier.isbn978-86-6022-070-9
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1634
dc.description.abstractThis research paper presents the comparative analysis of lateral-torsional buckling resistance of structural aluminium alloy members, accounting for the effects of initial geometrical imperfections. The results of non-linear numerical analysis, conducted using ABAQUS software, are compared with the results obtained by utilizing the procedure for calculation of LTB resistance suggested by EN 1999-1-1. The purpose of the analysis is the assessment of accuracy of the above-mentioned code-prescribed design method using the real Al channelsection members with initial imperfections on which the load does not act in the shear centre.en
dc.publisherDruštvo građevinskih konstruktera Srbije, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceASES International congress proceedings / Association of Structural Engineers of Serbia, 15th Congress, September 6-8th, 2018, Zlatiboren
dc.subjectaluminium
dc.subjectcritical moment
dc.subjectchannel
dc.subjectlateral-torsional buckling
dc.subjectimperfections
dc.titleNon-linear lateral buckling analysis of aluminium alloy channel beamsen
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage464
dc.citation.other: 456-464
dc.citation.spage456
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/7588/bitstream_7588.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_1634
dc.type.versionpublishedVersion


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