| 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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Ghiassi, Bahman
University of Birmingham
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (17/17 displayed)
- 2024Synergizing Hybrid Short Fibres and Composite Cements for Sustainable and Efficient Textile-Reinforced Concrete compositescitations
- 2022Development of cost-effective low carbon hybrid textile reinforced concrete for structural or repair applicationscitations
- 2022Preliminary results on natural aging of GFRP-reinforced masonry components exposed to outdoor environmental conditionscitations
- 2022Microfibrillated cellulose as a new approach to develop lightweight cementitious composites: Rheological, Mechanical, and microstructure perspectivescitations
- 2022Cyclic load effects on the bond behavior of textile reinforced mortar (TRM) compositescitations
- 2022Cyclic load effects on the bond behavior of textile reinforced mortar (TRM) compositescitations
- 2021Quick reparation of infills in RC frames after seismic damages – experimental tests on shaking tablecitations
- 2021Aging of lime-based TRM composites under natural environmental conditionscitations
- 2019GEOCON BRIDGE
- 2018CO2 binding capacity of alkali-activated fly ash and slag pastescitations
- 2018On the identification of earlywood and latewood radial elastic modulus of Pinus pinaster by digital image correlation: a parametric analysiscitations
- 2016Development and characterization of novel auxetic structures based on re-entrant hexagon design produced from braided compositescitations
- 2016Development, characterization and analysis of auxetic structures from braided composites and study the influence of material and structural parameterscitations
- 2016Development, characterization and analysis of auxetic structures from braided composites and study the influence of material and structural parameterscitations
- 2014Investigating the durability of FRP-masonry elements immersed in water
- 2013Experimental investigation on the long-term durability of bond between FRP and masonry substrates
- 2012Moisture effects on the bond strength of FRP-masonry elements
Places of action
| Organizations | Location | People |
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article
GEOCON BRIDGE
Abstract
The sustainability of infrastructure projects is becoming increasingly important issue in engineering practice. This means that in the future the construction materials will be selected on the basis of the contribution they can make to reach sustainability requirements. Geopolymers are materials based on by-products from industries. By using geopolymer concrete technology it is possible to reduce our waste and to produce concrete in the environmental-friendly way. An 80% or greater reduction of greenhouse gases compared with Ordinary Portland Cement (OPC) can be achieved through geopolymer technology. However, there are limited practical applications and experience. For a broad and large scale industrial application of geopolymer concrete, challenges still exist in the technological and engineering aspects. The main goal of GeoCon Bridge project was to develop a geopolymer concrete mixture and to upscale it to structural application. The outputs of projects provide input for development of recommendations for structural design of geopolymer based reinforced concrete elements. Through a combination of laboratory experiments on material and structural elements, structural design and finite element simulations, and based on previous experience with OPC concrete, knowledge generated in this project provides an important step towards a “cement free” construction. The project was performed jointly by three team members: Microlab and Group of Concrete Structures from Technical University of Delft and Technical University of Eindhoven.