Numerical parametric study of LWT-FLOOR system: effect of various web openings
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Détails bibliographiques
| Auteur(s): |
Andrea Rajić
(Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia)
Ivan Lukačević (Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia) Ivan Curkovic (Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia) Vlaho Žuvelek (Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Beyond Structural Engineering in a Changing World, San José, Cost Rica, 25-27 Seotember 2024 | ||||
| Publié dans: | IABSE Congress San José 2024 | ||||
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| Page(s): | 890-897 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/sanjose.2024.0890 | ||||
| Abstrait: |
Except for the main advantage of the composite system, which is the high utilisation of applied materials, these structural systems are also known for reusability, high degree of prefabrication and long-span capability. This paper presents experimentally supported numerical research on the bending behaviour of LWT-FLOOR composite cold-formed steel-concrete beams where steel beam elements are connected using spot-welding technology and are connected to a concrete slab by innovative demountable shear connectors. To consider the functional requirements of the system, a parametric study of LWT-FLOOR beams with different shapes of web openings is presented. Furthermore, the influence of different web openings is verified for various corrugated web thicknesses. Except for various shapes of web openings, spans of steel-concrete composite beams of 6 and 12 m are considered. For all analysed parameters, the bending capacities are compared. |
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