As the fiber length increased, the splitting tensile strength of the self-compacting high-strength concrete showed a trend of first increasing and then decreasing.
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Mechanical Properties and Crack Resistance of Basalt Fiber Self-Compacting High Strength Concrete: An Experimental Study.
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Effect of the Fiber Volume Fraction on the Cracks in Self-Compacting High-Strength Concrete From Figure 20 , it can be seen that under a certain fiber length, the maximum crack width of each group of concrete specimens and the average crack width of each blade of the specimens showed a decreasing trend with the increase in fiber volume fraction.