Calculation of Cracks in Partially Steel Fiber Reinforced Concrete Beams with BFRP Bars

Table 1

Specimen parameters.

Specimen number	Total water-to-binder ratio (kg/m^3)	Stirrup spacing (mm)	Section reinforcement ratio (%)	Fiber content (%)	Fiber reinforced concrete layer height (mm)	Destruction mode
B1	0.42	8@75	0.79	0	0	Super-rib damage
B2	0.42	8@75	0.79	0.5	180	Super-rib damage
B3	0.42	8@75	0.79	1	180	Super-rib damage
B4	0.42	8@75	0.79	1.5	180	Super-rib damage
B5	0.42	8@75	0.79	1	210	Super-rib damage
B6	0.42	8@75	0.79	1	300	Super-rib damage