From: Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete
L f (mm) | w (%) | Diameter (mm) | E a (MPa) | ε u | Configuration | |
---|---|---|---|---|---|---|
BFAC | 60 | 0.31 | 1 | 200,000 | 0.074 | Hooked fibers |
BFON | 60 | 0.31 | 1 | 200,000 | 0.074 | Undulated fibers |