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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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Iqbal, Muhammad
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Topics
Publications (8/8 displayed)
- 2024Effects of eccentric loading on performance of concrete columns reinforced with glass fiber-reinforced polymer barscitations
- 2024Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connectionscitations
- 2024Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connectionscitations
- 2024Effects of eccentric loading on performance of concrete columns reinforced with glass fiber‑reinforced polymer barscitations
- 2022PENGARUH FRAKSI VOLUME TERHADAP KEKUATAN GESER KOMPOSIT SERAT BUAH KELAPA SAWIT
- 2022Performance of variously shaped glass-fibre-reinforced polymer bars in concrete columnscitations
- 2021Self-templated fabrication of hierarchical hollow manganese-cobalt phosphide yolk-shell spheres for enhanced oxygen evolution reactioncitations
- 2017High temperature stability and low adsorption of sub-100 nm magnetite nanoparticles grafted with sulfonated copolymers on Berea sandstone in high salinity brinecitations
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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>