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This study investigates the shear strength of hybrid fibre-reinforced ternary blend geopolymer concrete (HTGPC) beams under flexure, highlighting the eco-friendly nature of geopolymer composites. A total of 27 reinforced concrete beams were tested, revealing that the incorporation of hybrid fibres significantly improved shear strength and altered failure modes. A predictive method for ultimate shear strength of HTGPC was also proposed, aligning closely with experimental results.

Author

waleed

Language

EN