| 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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Achintha, Mithila
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (17/17 displayed)
- 2024Glass–GFRP Laminate: A Proof of Concept Experimental Investigationcitations
- 2023Exploration of Waste Glass Powder as Partial Replacement of Cement in Concretecitations
- 2022Glass–GFRP Sandwich: Structurally Superior Laminated Glass
- 2020Development of cohesive zone models for the prediction of damage and failure of glass/steel adhesive jointscitations
- 2019Failure prediction and optimal selection of adhesives for glass/steel adhesive jointscitations
- 2018Strength evaluation and failure prediction of bolted and adhesive glass/steel jointscitations
- 2016A review on design, manufacture and mechanics of composite riserscitations
- 2015An CFRP fabrics as internal reinforcement in concrete beams
- 2015An experimentally validated contour method/eigenstrains hybrid model to incorporate residual stresses in glass structural designscitations
- 2015Experimental and numerical investigation of residual stress relaxation in shot-peened notch geometries under low-cycle fatigue
- 2014Fatigue behaviour of geometric features subjected to laser shock peeningcitations
- 2014Hybrid contour method/eigenstrain model for predicting residual stress in glass
- 2012Fatigue behaviour of geometric features subjected to laser shock peening
- 2012Fatigue behaviour of geometric features subjected to laser shock peening:9th Fatigue Damage of Structural Materials Conference
- 2012Prediction of FRP debonding Using the global-energy-balance approach
- 2011Optimising LSP conditions and modelling the geometric effects on residual stress
- 2009Fracture mechanics of plate debonding
Places of action
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conferencepaper
An CFRP fabrics as internal reinforcement in concrete beams
Abstract
This paper presents preliminary results of an experimental programme that investigated mechanical properties of a balanced-symmetric CFRP fabric laminate. Although FRP fabrics have potential to be formed into efficient reinforcement systems that can enable the development of innovative low embodied energy concrete structures, very little research on applications of FRP fabrics has been reported in the literature. In accordance with the classical laminate theory, in a balanced-symmetric laminate there is no coupling between in-plane deformation and curvature, nor between in-plane normal loading and shear deformation. As a result of the choice of lay-up arrangement the flexural reinforcement systems in concrete beams can be designed by considering the conventional section equilibrium analysis