Numerical and experimental investigation on the flexural stiffness of RC beams strengthened with prestressed CFRP plate exposed to wetting/drying cycles
Author:
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference69 articles.
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3. Debonding damage detection of the CFRP-concrete interface based on piezoelectric ceramics by the electromechanical impedance method;Deng;Constr. Build. Mater.,2021
4. Experimental study on the flexural strengthening of one-way RC slabs with end-buckled and/or externally bonded CFRP sheets;Zhou;Eng. Struct.,2023
5. Influence of opening sizes on the flexural behavior of heat-damaged reinforced concrete slabs strengthened with CFRP ropes;Al-Rousan;Case Stud. Constr. Mater.,2022
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1. Flexural performance of reinforced concrete beams strengthened with prestressed FRP sheets: Experiments and numerical investigations;Case Studies in Construction Materials;2024-12
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