Experimental Study of Bond Stress between Concrete and FRP Rebars

Nan Hui Yu; Ji Jun Fan

doi:10.4028/www.scientific.net/AMM.488-489.774

Paper Titles

A Method of Metro Tunnel Deformation Measurement Based on the Theory of Close Range Photogrammetry
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Application of Systematical Optimization GM(1,1) Model Based on Lifting Wavelet in Dam Displacement Forecast
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Study on Vulcanizing and Asphalt Modifying of Eucommia Ulmoides Gum
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Contribution of Arbuscular Mycorrhizal Inoculation to the Growth and Photosynthesis of Mulberry in Karst Rocky Desertification Area
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Experimental Study of Bond Stress between Concrete and FRP Rebars
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Study on Automatic Monitoring Technology of Tunnel Crossing Coal Bed and Gas
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Study on Blasting Technology and Control Measures of Shallow Tunnel
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Study on Grouting Comprehensive Technical of Karst Tunnel with Water-Rich and High-Pressure
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Static Strength of RHS T-Joints with Reinforced Chord under In-Plane Bending Load
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Experimental Study of Bond Stress between Concrete...

Experimental Study of Bond Stress between Concrete and FRP Rebars

Abstract:

Owing to the excellent tensile strength and corrosion-resistance of fiber reinforced unsaturated polyester composite, it is expected to solve the corrosion problem of building instead of steel bars in some special occasions. Bonding performance between concrete and FRP rebars was studied by pull-out test,the influences of the surface form, anchorage length and diameter of FRP rebar on bonding strength were discussed in detail.