Moreover, upon examination of Figure 12 a,b and comparison of the peak impact load of SFRC beams, it was noted that the peak load exhibited an insignificant effect on the stiffness of SFRC beams as the steel fiber content increased during the impact test, while the peak deflection at mid-span showed a decreasing trend.
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Study on Shear Performance of Corroded Steel Fiber Reinforced Concrete Beams under Impact Load.
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