From: Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete
f cj (MPa)
f tj (MPa)
E bo (MPa)
ε rt
ε 0
ε cu
BFAC
47.6
2.94
38,180
−0.05
0.0021
0.0035
BFON
47.7