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Experimental Investigation of the Influence of Concrete Strength on the Bond Interface between CFRP Sheets and Concrete Members
Authors: Tran Xuan Vinh
41    0
Lecture Notes in Civil Engineering
: Proceedings of the 7th International Conference on Geotechnics     : 368-375
: https://doi.org/10.1007/978-981-97-1972-3
Publishing year: 1/2024
Bond · Interface · Carbon fiber-reinforced polymer · Concrete · Strengthening
EFFICIENCY OF LONGITUDINAL STIFFENER TO THE WORKING OF "Z" SECTION COLD - FORMED STEEL BEAM ACCORDING TO THE AS/NZ 4600-2005 STANDARDSSolution to improve the quality of teaching construction materials testing in engineering trainingReinforced concrete structureExperimental studying on bending reinforcement for two-sided concrete floor reinforced with CFRPExperimental investigation on the strengthening method for Two-Way reinforced concrete Slabs with Carbon Fiber Reinforced Polyme strips with opening Assessment of different parameters affecting the efficiency of strengthening reinforced concrete piles used fiber-reinforced polymer according to ACI 440.2R-08 standardEVALUATION OF PUNCHING SHEAR CAPACITYOF TWO-WAY RC SLABS WITHOUT TRANSVERSEREINFORCEMENT ACCORDING TO DIFFERENTPROVISIONSExperimental Study on the Bond Strength Between Reinforcement Bars and Concrete as a Function of Concrete Strength and Confinement EffectINVESTIGATION OF THE INFLUENCE OF CONCRETE STRENGTH ON THE BOND STRENGTH BETWEEN CFRP SHEETS AND CONCRETE SUBSTRATESEXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF BONDED PRESTRESSED CONCRETE BEAMS STRENGTHENED WITH CFRP SHEETSExperimental Investigation on the Influence of Degree of Prestressing on The Flexural Behavior of Bonded Prestressed Concrete Beams