Experimental Investigation on the Effect of Steel Fibers on the Flexural Behavior and Ductility of High-Strength Concrete Hollow Beams

Table 2

Fiber volume fraction and control test results of the four mixtures.

Mix code	Vf			fsp	E
	%	kg	MPa	MPa	GPa
B0	0.0	0	63.3	4.2	36.04
B0.5	0.5	39.2	61.7	5.4	35.79
B1.0	1.0	78.5	73.3	6.4	37.70
B1.5	1.5	117.7	73.4	6.6	36.78