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International Journal of Concrete Structures and Materials

Table 3 Strength values as per UNI 11039-2.

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

 

FL (kN)

fIf (MPa)

feq(0−0.6) (MPa)

feq(0.6−3) (MPa)

Control

13.78

3.97

–

–

SFRC50

15.89

4.57

3.12

19.02

SFRC75

17.48

5.04

3.67

22.72

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