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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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Bock, Marina
Aston University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2025A novel reflective material coated polyurethane resin-based porous composite paving material for mitigating urban heat island effectcitations
- 2024Reliability analysis of shear design provisions for cold formed steel sections
- 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
- 2022Assessment of Eurocode shear design provisions for cold-formed steel sectionscitations
- 2021Design of stainless steel cross-sections with outstand elements under stress gradientscitations
- 2021Structural response of cold-formed lipped Z purlins ��� Part 2 numerical modelling and optimisation of lip sizecitations
- 2021Structural response of cold-formed lipped Z purlins – Part 2 numerical modelling and optimisation of lip sizecitations
- 2019A building integrated solar thermal collector with active steel skinscitations
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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.