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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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Evernden, Mark
University of Bath
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (10/10 displayed)
- 2019Axial Rotation and Lateral Torsional Buckling of Extruded Aluminium Mullions in Curtain Wall Facadescitations
- 2018Impedance spectroscopy as a tool for moisture uptake monitoring in construction composites during servicecitations
- 2018GFRP durability appraisal: mechanical testing of naturally aged composite panelscitations
- 2015Moment redistribution in CFRP strengthened concrete t-beams: an experimental study
- 2015Experimental study of moment redistribution in reinforced concrete slabs strengthened with CFRP sheets
- 2013A parametric study on moment redistribution in FRP-strengthened continuous RC beams
- 2013Experimentally observed behaviour of CFRP sheet strengthening across a shear plane
- 2012Polymeric facades: advanced composites for retrofit
- 2012Advanced composite reinforcement for fabric-formed structural elements
- 2011An FRP durability study
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document
Advanced composite reinforcement for fabric-formed structural elements
Abstract
This paper examines the advantages of using advanced composite reinforcement for the design and construction of fabric-formed concrete structures.Due to their corrosion resistance, reinforcing bars made of glass or carbon fibre reinforced polymers could solve the existing problem of ensuring the necessary protective concrete cover to steel reinforcement in fabric-formed elements.In addition, using non-corrodable reinforcement offers a possibility to reduce the carbon footprint of fabric-formed structures by replacing the ordinary Portland cement concrete with low carbon concrete types.Moreover, the low alkalinity of such concrete types, which is problematic in the case of steel bars, may improve the durability of glass fibres.The results of three initial fabric-formed beam tests using fibre reinforced polymer bars are presented in this paper and new construction possibilities are revealed.