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Spadea, Saverio
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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
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document
Automated Framework for the Optimisation of Spatial Layouts for Concrete Structures Reinforced with Robotic Filament Winding
Abstract
Concrete is a major contributor to the environmental impact of the construction industry, due to its cement content but also its reinforcement. Reinforcement has a significant contribution because of construction rationalisation, resorting to regular mats or cages of steel bars, despite layoutoptimisation algorithms and additive-manufacturing technologies. This paper presents an automated framework, connecting design and fabrication requirements for the optimisation of spatial layouts as of reinforcement of concrete structures, by the means of robotic filament winding.