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Table 9 Statistical analysis of shear strength prediction models for low strength SFRC beams with a/d ≥ 2.5 and plain and crimped fibers (LS-SB-PC).

From: Principal Component and Multiple Regression Analysis for Steel Fiber Reinforced Concrete (SFRC) Beams

Study

V EXP /V ANA

AAE

λ 2

R 2

Ratingb (1–9)

Mean

SD

COV (%)

Confidencea

Greenough and Nehdi (2008)

1.29

0.25

19.58

0.09

174.3

51.0

0.36

8

Imam et al. (1994)

1.15

0.27

23.13

0.09

22.6

5.8

0.19

7

Khuntia et al. (1999)

1.28

0.25

19.43

0.09

21.1

8.3

0.43

4

Kwak et al. (2002).

1.02

0.24

23.95

0.09

18.5

4.4

0.24

6

Li et al. (1992)

0.84

0.13

15.91

0.05

23.7

4.0

0.33

2

Narayanan and Darwish (1988)

1.06

0.24

22.17

0.08

17.6

4.2

0.39

3

Sharma (1986)

1.15

0.22

18.82

0.08

18.6

5.2

0.12

5

Proposed model

1.00

0.12

12.28

0.04

9.8

1.4

0.60

1

  1. aα = 0.05, b 1(excellent) and 8(worst).