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Corrosion of steel reinforcement is the primary cause of premature deterioration of reinforced concrete structures, and affects their functionality and safety.
During the last two decades, fiber-reinforced polymer (FRP) composites have emerged as promising materials that can be used for reinforcing concrete structures. The non-corroding properties of FRPs, their high tensile strength, and their high stiffness to weight ratio made them very attractive substitute to conventional reinforcing steel.
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