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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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Ma, Guowei
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Publications (7/7 displayed)
- 2023Effect of electric arc furnace slag and magnetite materials on EMI shielding properties of cementitious compositescitations
- 2022Effect of Carbon Fibres on Electromagnetic-Interference-Shielding Properties of Geopolymer Compositescitations
- 2022Performance of variously shaped glass-fibre-reinforced polymer bars in concrete columnscitations
- 2021Electromagnetic shielding properties of cementitious composites containing carbon nanofibers, zinc oxide, and activated carbon powdercitations
- 2021An experimental and simulation-based study on the effect of carbonyl iron, heavyweight aggregate powders, and carbon fibres on the electromagnetic shielding properties of cement-based compositescitations
- 2020Electromagnetic shielding properties of carbon fibre reinforced cementitious compositescitations
- 2020Effect of water to cement ratio, fly ash, and slag on the electromagnetic shielding effectiveness of mortarcitations
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article
Performance of variously shaped glass-fibre-reinforced polymer bars in concrete columns
Abstract
<jats:p> An investigation was carried out into the structural performance of concrete columns reinforced with various shapes of glass-fibre-reinforced polymer bars and stainless steel stirrups under concentric loading at ultimate limit state. Six square-section columns were cast to investigate the effects of different reinforcement types. The results showed failure modes depended on reinforcement material, shape and stirrup spacing. Across all specimens, steel-reinforced columns had higher loading capacity and better ductile performance, followed by L-shape and then round polymer bars. Smaller spiral spacing increased confinement efficiency and ductility and provided sufficient restraint against longitudinal polymer bar buckling. Finite-element models were also calibrated, and the results were in close agreement with experimental measurements. Based on the calibrated models, numerical parameters were studied to understand further the behaviour of composite columns reinforced with glass-fibre-reinforced polymer. </jats:p>