| 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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document
Prediction of FRP debonding Using the global-energy-balance approach
Abstract
A major research program was carried out to analyze the mechanism of FRP debonding from concrete beams using global-energy-balance approach (GEBA). The key findings are that the fracture process zone is small so there is no R-curve to consider, failure is dominated by Mode I behavior, and the theory agrees well with tests. The analyses developed in the study provide an essential tool that will enable fracture mechanics to be used to determine the load at which FRP plates will debond from concrete beams. This obviates the need for finite element (FE) analyses insituations where reliable details of the interface geometry and crack-tip stress fields are not attainable for an accurate analysis. This paper presents an overview of the GEBA analyses that is described in detail elsewhere, and explains the slightly unconventional assumptions made in the analyses, such as the revised moment-curvature model, the location of an effective centroid, the separate consideration of the FRP and the RC beam for the purposes of the analysis, the use of Mode I fracture energies and the absence of an R-curve in the fracture mechanics analysis.