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

<div>Effect of fiber length variation on compressive strength for specimens PC30 (40) and BF 30(40)-(12∼36)-0.075(0.1): (a) design CS of 30 MPa and (b) design CS of 40 MPa.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: The Effects of Fiber Length and Volume on Material Properties and Crack Resistance of Basalt Fiber Reinforced Concrete (BFRC) 