Flexural behavior of cold-formed steel beams : development of generalized direct strength method and efficient built-up sections for local buckling

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dc.contributor.authorMAIZI, Salah-Eddine
dc.date.accessioned2024-11-27T12:32:22Z
dc.date.available2024-11-27T12:32:22Z
dc.date.issued2024
dc.description.abstractThis thesis investigates the flexural behavior of innovative cold-formed steel (CFS) built-up closed sections, focusing on cross-sectional buckling failure. A Finite Element (FE) model is developed and extensively validated against various built-up closed and open sections in bending. Three parametric studies are conducted, each exploring different aspects of the proposed built-up closed sections.
dc.formatPDF
dc.identifier.urihttps://dspace.univ-annaba.dz//handle/123456789/3679
dc.language.isoen
dc.publisherUniversité Badji Mokhtar Annaba
dc.subjectcold-formed steel; built-up sections; flexural behavior; buckling failure; finite element analysis; direct strength method; generalized direct strength method
dc.titleFlexural behavior of cold-formed steel beams : development of generalized direct strength method and efficient built-up sections for local buckling
dc.typeThesis
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