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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.urihttp://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.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.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/7588/bitstream_7588.pdf
dc.identifier.rcubconv_4166
dc.type.versionpublishedVersion


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