Flexural behavior of cold-formed steel beams : development of generalized direct strength method and efficient built-up sections for local buckling
Type doc. :
Thèses / mémoires
Langue :
Anglais
Année de soutenance:
2024
Afficher le Résumé
This 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.
| N° Bulletin | Date / Année de parution | Titre N° Spécial | Sommaire |
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| Cote | Localisation | Type de Support | Type de Prêt | Statut | Date de Restitution Prévue | Réservation |
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| 624 MAI TH C1 | BIB-Centrale / Thèses | interne | disponible |
Maizi, S. et al. (2024). Flexural behavior of cold-formed steel beams : development of generalized direct strength method and efficient built-up sections for local buckling (Doctorat) . Annaba.