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Evernden, Mark
University of Bath
in Cooperation with on an Cooperation-Score of 37%
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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
Experimentally observed behaviour of CFRP sheet strengthening across a shear plane
Abstract
This paper presents the shear transfer capacity and failure modes of reinforced concrete (RC) push-off specimens strengthened with externally bonded carbon fibre-reinforced polymer (CFRP) sheets. A series of experiments conducted on ten uncracked specimens investigates effectiveness of CFRP as additional shear reinforcement and whether or not the commonly assumed addition of concrete, steel and CFRP shear resistances is appropriate. The key parameters in this investigation considered varying percentages of external CFRP and internal steel reinforcement across the shear plane as well as varying ratio of the bonded area to the force in the CFRP reinforcement. The experimental results demonstrated that the shear strength of the push-off specimens improved due to the application of the CFRP reinforcement and that this enhancement of shear capacity varies in the range of 23% to 84% over the unstrengthened specimens.