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This study investigates the fracture behavior of fiber reinforced concrete beams made with various binders, focusing on geopolymer concrete (GPC) and Portland cement concrete (PCC). Forty-eight notched beam specimens were tested under three-point bending loads, considering variables such as notch height, reinforcement ratio, and fiber content. The results indicate that GPC exhibits similar fracture properties to PCC, with the addition of polypropylene fibers enhancing fracture characteristics and reducing b

Author

metwally abdallah abdelaty

Language

EN