| 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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Ferdous, Wahid
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2021Mechanical Properties of Macro Polypropylene Fibre-Reinforced Concrete
- 2021Investigation on the physical, mechanical and microstructural properties of epoxy polymer matrix with crumb rubber and short fibres for composite railway sleeperscitations
- 2021Design considerations for prefabricated composite jackets for structural repaircitations
- 2021Shear behaviour of hollow precast concrete-composite structurescitations
- 2021Comparative durability of GFRP composite reinforcing bars in concrete and in simulated concrete environmentscitations
- 2021Mechanical properties of macro polypropylene fibre-reinforced concretecitations
- 2021Static behaviour of glass fibre reinforced novel composite sleepers for mainline railway trackcitations
- 2021Novel bending test method for polymer railway sleeper materialscitations
- 2021Failure analysis and the effect of material properties on the screw pull-out behaviour of polymer composite sleeper materialscitations
- 2020Behavior of circular concrete columns reinforced with hollow composite sections and GFRP barscitations
- 2020Optimal design for epoxy polymer concrete based on mechanical properties and durability aspectscitations
- 2020Characteristics, strength development and microstructure of cement mortar containing oil-contaminated sandcitations
- 2020A New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columnscitations
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article
A New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columns
Abstract
Hollow concrete columns (HCCs) reinforced with glass fiber-reinforced polymer (GFRP) bars and spirals are considered an effective design solution for bridge piers, electric poles, and ground piles because they use less material and maximize the strength-toweight ratio. HCC behavior is affected by critical design parameters such as inner-to-outer diameter ratio, reinforcement and volumetric ratios, and concrete compressive strength. This paper proposes a new design-oriented model based on the plasticity theory of concrete and considering the critical design parameters to accurately describe the compressive load-strain behavior of GFRP-reinforced HCCs under monotonic and concentric loading. The validity of the proposed model was evaluated against experimental test results for 14 full-scale hollow concrete columns reinforced with GFRP bars and spirals. The results demonstrated that the proposed design-oriented model was accurate and yielded a very good agreement with the axial compressive load behavior of GFRP-reinforced hollow concrete columns.