From: Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces
Fiber type
lf (mm)
df (mm)
Aspect ratio
Tensile strength (MPa)
RC 80/30 BP
30
0.38
79
2300
RC 80/60 BN
60
0.75
80
1050