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Naji, M. |
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Motta, Antonella |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Petrov, R. H. | Madrid |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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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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Xu, Yi
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- 2024Antioxidant flavonoid-loaded nano-bioactive glass bone paste: in vitro apatite formation and flow behavior
- 2021Pitting of carbon steel in the synthetic concrete pore solutioncitations
- 2018Green Pavement Overlays. Composite Beams on Elastic Foundation and their Numerical Representation
- 2016Optimum design for sustainable, 'green' concrete overlays. Part III
- 2012The Effects of Phosphorus at the SiO2/4H-SiC Interfacecitations
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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>