| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Suntharalingam, Thadshajini
University of Roehampton
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (16/16 displayed)
- 2023Assessment of Eurocode shear design provisions for cold-formed steel sectionscitations
- 2023Assessment of Eurocode 3 Shear Design Provisions for Cold-Formed Steel Beams with Web Holescitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Assessment of Eurocode shear design provisions for cold-formed steel sectionscitations
- 2022Flexural Behaviour of Built-Up Beams Made of Optimised Sectionscitations
- 2022Flexural Behaviour of Built-up Beams Made of Optimised Sectionscitations
- 2022Integration of origami and deployable concept in volumetric modular unitscitations
- 2022Integration of origami and deployable concept in volumetric modular unitscitations
- 2021Shear behaviour of cold-formed stainless-steel beams with web openingscitations
- 2021Shear behaviour of cold-formed stainless-steel beams with web openings:Numerical studiescitations
- 2021Effect of Polypropylene fibres on the Workability parameters of Extrudable Cementitious Materialcitations
- 2021Shear behaviour and design of doubly symmetric hollow flange beam with web openingscitations
- 2020Effect of polypropylene fibres on the workability parameters of extrudable cementitious materialscitations
- 2020Sustainable and Renewable Bio-Based Natural Fibres and Its Application for 3D Printed Concrete: A Reviewcitations
Places of action
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article
Assessment of Eurocode shear design provisions for cold-formed steel sections
Abstract
<p>Cold-formed steel (CFS) sections are widely used in structural systems and are particularly prone to shear failure in short span applications. Therefore, accurate shear strength estimation is essential for the design. However, while there exists an abundance of research studies investigating the shear behaviour of CFS sections, there is a clear need for the assessment of Eurocode 3 shear design provisions. Towards meeting this need, the design of CFS sections subjected to shear is studied herein. Existing experimental data on CFS lipped channels and hollow flange sections were assembled from the literature. The collected experimental data was then used to assess the accuracy of the current Eurocode 3 shear design provisions. The current Eurocode 3 design provisions are shown to provide overly conservative shear strength predictions against the experimental data. Modifications, including the slenderness of the cross-section to reflect the shear buckling coefficient were proposed. The proposed modifications to the current design provisions offer substantially improved accuracy in shear strength predictions.</p>