Skip to main content

Table 6 Summary of the panel test results

From: Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces

Panel

Concrete

Experimental observations

\(\varepsilon^{\prime}_{{\text{c}}}\) (× 10–3)

\(f^{\prime}_{{\text{c}}}\) (MPa)

\(v_{{{\text{cr}}}}\) (MPa)

\(v_{{\text{u}}}\) (MPa)

C2C

2.703

90.5

2.57

6.40

PV6

2.5

29.8

2.00

4.55

PV13

2.7

18.2

1.73

2.01

C2F2V3

2.224

76.5

1.59

6.31

HFF1V1

2.708

35

1.63

4.22

HFF2V2

2.853

21

1.90

3.31