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Concrete made with recycled concrete aggregate has reduced durability, increasing the risk of corrosion in embedded steel reinforcement. Replacing steel bars with glass fiber-reinforced polymer (GFRP) bars eliminates this corrosion risk but significantly affects the structural behavior of flexural members. This study investigates the flexural behavior of beams reinforced with GFRP bars and made with recycled aggregate concrete. Eight beams were tested using a four-point loading setup. The variab

Author

jmpirar

Language

EN