| 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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document
Assessment of Eurocode 3 Shear Design Provisions for Cold-Formed Steel Beams with Web Holes
Abstract
Cold-formed steel beams are often provided with web holes to accommodate service conduits. These web holes result in reduced structural strength. Accurate estimation ofthestructuralstrength,includingshear strength,iscrucialduringthedesign phase. There are a lot of studies available in the literature investigating the shear strength reduction in cold-formed steel beams due to web holes. However, the ex-periments and parametric finite element results werenot assessed against Eurocode 3 shear design provisions. Therefore, the shear design of cold-formed steel beams with web holes is investigated herein. Existing experimental and parametric finite elementanalysisdataoncold-formedsteelbeamswith circular webholeswere collected from the literature. The accuracy of the current Eurocode 3 shear design provisionswasthenassessedusingthecollecteddata.Thecomparisonsshowed that the current Eurocode 3 shear design provisions were not suitable to estimate the shear strength of cold-formed steel beams with web holes. Finally, Eurocode 3 shear design provisions are extended to capture the effect of web holes and verified against the available shear tests and finite element results. It was found that the new extended shear design proposal offers improved accuracy and consistency in shear strength predictions.