The Effects of Fiber Length and Volume on Material Properties and Crack Resistance of Basalt Fiber Reinforced Concrete (BFRC)

Figure 6

Effect of fiber volume fraction on BFRC compressive strength for specimens PC30 (40) and BF 30(40)-12(24)-(0.075∼0.4): (a) design CS of 30 MPa and (b) design CS of 40 MPa.

(a)

(b)