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dc.creatorMilekić, Nemanja
dc.creatorBendić, Milica
dc.creatorĆorić, Stanko
dc.creatorPerović, Zoran
dc.date.accessioned2021-12-23T13:17:38Z
dc.date.available2021-12-23T13:17:38Z
dc.date.issued2021
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2593
dc.description.abstractModern structures often use new technology materials as special high-strength steels. This is one of the reasons why cross-sections of structural members are smaller and structures are lighter than those built fifty years ago. Besides, there are new calculation methods that try to optimize material use and save money. Engineers today are faced with new challenges in terms of the design and construction process. Structures are often very slender and can be prone to loss of structural stability. The most common example of such a slender element is columns. They are often subject to compression loading so stability can be a significant factor in element design. To build safe structures with optimized material use, it’s very important to have a clear picture of element behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very complex even for simple structures and because of that, different software is to be used for such tasks. In this paper, a simplified analyticalsr
dc.language.isoensr
dc.publisherSerbian Society of Mechanicssr
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.source8th International Congress of Serbian Society of Mechanicssr
dc.subjectstability analysissr
dc.subjectstable symmetric bifurcationsr
dc.subjectelasto-plastic rangesr
dc.subjectcantileversr
dc.titleA model for the analysis of elastio-plastic buckling of compressed columnssr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/10084/Paper_Nemanja_Milekic_Model.pdf
dc.type.versionpublishedVersionsr


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