In this paper, the effects of macro-synthetic steel fibers and bidirectional carbon fiber-reinforced polymers (CFRPs) on impact resistance concrete specimens were studied. 54 cylindrical with different compressive strengths (20, 30, 40 MPa) fiber content ratios (0 %, 1 1.5 2 %) tested under loading. Half these CFRP wrapping. The subjected to weight (46.7 66.8 kg) dropping at a height 1.62 m. pr...