| 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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Spadea, Saverio
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (20/20 displayed)
- 2022Digital design of automatically wound shear reinforcement for non-prismatic concrete beams
- 2021Evaluation of low carbon mortar matrices reinforced with natural fibres
- 2020An experimental and numerical study to evaluate the crack path under mixed mode loading on pvc foamscitations
- 2020A moving interface finite element formulation to predict dynamic edge debonding in FRP-strengthened concrete beams in service conditionscitations
- 2020Automated Framework for the Optimisation of Spatial Layouts for Concrete Structures Reinforced with Robotic Filament Windingcitations
- 2019Pedestrian Bridge as Clarifying Example of FRP-RC/PC Design
- 2019A numerical model based on ALE formulation to predict crack propagation in sandwich structurescitations
- 2018Pseudo-ductile Failure of Adhesively Joined GFRP Beam-Column Connections:An Experimental and Numerical Investigationcitations
- 2018Shear Behavior of Variable-Depth Concrete Beams with Wound Fiber-Reinforced Polymer Shear Reinforcementcitations
- 2018Development of new FRP reinforcement for optimized concrete structurescitations
- 2017Wound FRP shear reinforcement for concrete structurescitations
- 2017Bend-strength of novel filament wound shear reinforcementcitations
- 2017Filament winding fabrication of FRP reinforcement cages
- 2017Development of new FRP reinforcement for optimized concrete structures
- 2015Shear strength of FRP reinforced concrete members with stirrupscitations
- 2015Recycled nylon fibers as cement mortar reinforcementcitations
- 2015On the flexural behaviour of GFRP beams obtained by bonding simple panels:An experimental investigationcitations
- 2014Macro-scale analysis of local and global buckling behavior of T and C composite sectionscitations
- 2014Effectiveness of FRP stirrups in concrete beams subject to shear
- 2013Experimental analysis on the time-dependent bonding of FRP laminates under sustained loadscitations
Places of action
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article
Filament winding fabrication of FRP reinforcement cages
Abstract
This project has made progress towards the development of a novel alternative reinforcement technique for concrete structures with complex geometries, which are difficult to reinforce with conventional steel. Fibre-reinforced polymers (FRP) are woven into geometrically appropriate reinforcement cages to provide the required strength exactly where it is needed. Automated fabrication of the reinforcement utilises a modification of the filament winding technique. Being extremely lightweight, the resulting wound-FRP (W-FRP) cages are well suited to automation of the construction process, as they can be delivered ready for casting in optimized concrete elements. This is a key advance in research progress towards achieving minimum embodied energy, optimised, concrete structures. Experimental tests conducted on full-size W-FRP reinforced concrete beams demonstrate the reliability of the solution proposed, showing a new frontier for sustainable and durable reinforced concrete structures.