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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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Karadelis, John
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2018Green Pavement Overlays. Composite Beams on Elastic Foundation and their Numerical Representation
- 2018Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Studycitations
- 2016Optimum design for sustainable, 'green' concrete overlays. Part III
- 2016Optimum Design for Sustainable, ‘Green’ Concrete Overlays. Part II: Shear Failure at Cracks and Inadequate Resistance to Reflection Cracking
- 2016Optimum Design for Sustainable, ‘Green’ Concrete Overlays. Part I: (a) Mix-Design, (b) Controlling Flexural Failure
- 2015Interfacial Delamination Failure in Bonded Concrete Overlay Systems - A Review of Theories and Modelling Methods
- 2015Applied mixture optimization techniques for paste design of bonded roller-compacted fibre reinforced polymer modified concrete (BRCFRPMC) overlayscitations
- 2015Flexural strengths and fibre efficiency of steel-fibre-reinforced, roller-compacted, polymer modified concretecitations
- 2003Sustainable 'Green' Overlays for Strengthening and Rehabilitation of Concrete Pavements.
Places of action
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document
Optimum design for sustainable, 'green' concrete overlays. Part III
Abstract
<p>This study provides the theories and viable modelling techniques for predicting and simulating intrinsic causes of delamination failure in Bonded Concrete Overlays. Optimum overlay mixture was formulated using Composite Desirability Analysis (CDA). The experimental treatments considered both structural and elastic stability requirements of the BCOs. Through serial material and interface fracture testing, the optimum overlay material was characterised and used to predict the restraint capacities of the overlay and the interface to delamination failure under Mixed-Mode fracture process. The numerical analysis was implemented using Interface Cohesive Zone Model (ICZM). The FEA results showed that the delamination driving force increases with increase in BCO structural scale and mismatched elastic parameter.</p>