Abstract:

Construction of High Strength Self Compacting Concrete (HSSCC) can be done with inexpensive materials like ground granulated blast and furnace slag (GGBS). ash of the fly. A key element in determining the service life of concrete reinforced buildings is the resistance of the concrete and reinforcement to the corrosive effects of their surroundings. The presence of water in the structural building and structures with potentially damaged concrete covers can both exacerbate corrosion and deterioration of steel. This study aims to investigate the flexural behaviour of beams made of steel, glass fibre reinforced polymer (GFRP) rebars, and high strength self compacting concrete (HSSCC) made of fly ash and ground granulated blast furnace slag (GGBS). Different cement replacement percentages were used to create the beams, including 20% Fly-ash, 20% GGBS, 10% (5% Fly-ash + 5% GGBS), and 20% (10% Fly-ash + 10% GGBS).

Description:

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