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Table 2 Load and CTOD measures from tests on notched beam.

From: Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced Concrete

Fiber type

Vol. %

FL (SD) kN

CTOD at peak load (SD) μm

Mean \( F_{crit}^{CTOD} \) (stdev) kN

Mean CTODcrit (SD) μm

Control

 

13.8 (1.44)

22 (6.5)

  

SFRC50

0.5

15.92 (0.67)

28.5 (6.25)

11.54 (1.2)

257 (33.6)

SFRC75

0.75

17.03 (0.86)

25.1 (4.52)

13.77 (1)

174 (10.6)