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Effect of fiber amount and stirrup ratio on shear resistance of steel fiber reinforced concrete deep beams

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This paper deals with the effect of steel fiber amounts and the interaction between the fiber amount and stirrup ratio on the shear behavior and capacity of reinforced concrete (RC) deep beams with steel fibers. The experimental program was carried out on twelve deep beams with different fiber amounts (0, 30, 40, and 65 kg/m 3 ) and stirrup ratios (0.1, 0.15, and 0.25%). |