| 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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document
Digital design of automatically wound shear reinforcement for non-prismatic concrete beams
Abstract
Concrete is the world’s most widely used man-made material, accounting for around 7% of global CO2 emissions. Currently, up to half of the concrete used in buildings is unnecessary, as it is there because it is shaped using prismatic formworks, which are structurally inefficient.<br/>Recent research has demonstrated that flexible formwork can be used to form concrete members of any shape and that reinforcement can be woven into geometrically appropriate cages. This process is well suited for robotic automation, enabling off-site casting of non-prismatic beams with minimal human involvement.<br/>In a previous contribution, an iterative optimisation process was implemented in a parametric modelling framework to generate and analyse non-prismatic beams in bending, considering the constraints im- posed by the use of fabric formwork. The current effort focuses on the winding process, which triggers further design constraints while considerably contributing, together with the concrete shape sections, to the shear strength of the beams.<br/>The analytical tool is linked to the generative geometry process and an optimisation tool, which can inform the parametric design of flexible beams with minimal embodied carbon.<br/>