| 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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Olubanwo, Adegoke
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2022Characteristics of a novel lightweight concretecitations
- 2020Potential and current distribution across different layers of reinforcement in reinforced concrete cathodic protection system- A numerical studycitations
- 2019Predicting the Corrosion Rate of Steel in Cathodically Protected Concrete Using Potential Shiftcitations
- 2018Finite Element Analysis of the Flexural behaviour of Steel-Reinforced GEM-TECH Cementitious Materialcitations
- 2018Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Studycitations
- 2018Strength and Hydraulic Conductivity of Cement and By - Product Cementitious Materials Improved Soil
- 2017Utilisation of waste cardboard and Nano silica fume in the production of fibre cement board reinforced by glass fibrescitations
- 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
Places of action
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document
Optimum Design for Sustainable, ‘Green’ Concrete Overlays. Part II: Shear Failure at Cracks and Inadequate Resistance to Reflection Cracking
Abstract
Shear failure at cracks/joints is a major cause of degradation of concrete pave-ments. Not only it leads to serviceability problems but also introduces reflective cracks and be-comes an issue of structural integrity, durability, riding quality and safety for the users. The op-timized overlaid material, benefits from its high strength and stiffness. However, it raises some concerns regarding its shear performance due to its potential brittleness and relatively smooth fracture plane. This research makes a contribution in understanding the behaviour of a concrete pavement overlay under shear loading, and proceeds to evaluate and control reflective cracking due to shear by means of utilisation of steel fibres. The shear capacity of the mix was scrutinized experimentally employing the purposely developed single notch shear beam test. The progressive failure process was simulated using FE analysis technique. The cohesive zone model was adopted in FE simulations reflect the fibre bridging effect and aggregate interlock at crack interface. Monographs deduced from FE analysis showed the multi-cracking feature of steel fibre reinforced, polymer modified concrete overlay can provide a safe buffering zone and an effective crack control.