Research Article

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

Figure 4

Effect of changing fiber volume fractions and fiber lengths on average slump values. (a) Slump change with different fiber volume fractions for specimens PC30 and BF 30-12-(0.05∼0.40). (b) Slump change with different fiber lengths for specimens PC30 and BF 30-(12∼36)-0.15.
(a)
(b)