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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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| Petrov, R. H. | Madrid |
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| Casati, R. |
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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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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
Places of action
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booksection
Polymeric facades: advanced composites for retrofit
Abstract
Presented in this paper are the findings of a lab-based study undertaken on pultruded GFRP angle sections. Fatigue testing has been conducted to determine the relevant mechanical properties in the secondary (transverse) fibre direction. The concept of using polymeric facades for use in retrofit of building facades is explained, and the benefits established. The connection methodology employed is an area identified as a key target for research. This study using GFRP angle sections is shown to be applicable to the connection types appropriate for pultruded façade panels. Structural testing presented addresses an unavoidable phenomenon that will occur in such a retrofit scheme. It has been established, that at service loading within the range of a standard fatigue performance test for facades, the secondary transverse fibre reinforcement fails in some sections, at the internal root location.