Table 8 Comparison between proposed equations and experimental results for solid beams with web opening.

From: Nonlinear analysis of hollow reinforced high strength concrete beams with web openings and different types of stirrups under torsion

Specimen

\(\:{T}_{u}^{Exp.}\), KN.m

\(\:{T}_{u}^{Eqn.}\), KN.m

\(\:\frac{{T}_{u}^{Eqn..}}{{T}_{u}^{Exp.}}\)

Askar33,

D2

33.68

31.47

0.93

D3

26.40

28.99

1.10

D4

25.80

26.52

1.03

D5

22.00

24.04

1.09

D6

21.00

20.58

0.98

E2

27.40

25.43

0.93

E3

21.00

18.01

0.86

E4

17.12

16.54

0.97

E5

16.15

16.13

1.00

E6

13.80

14.44

1.05

F2

14.40

13.16

0.91

F3

10.90

10.38

0.95

F4

8.60

9.69

1.13

F5

9.20

9.01

0.98

F6

7.00

6.26

0.89

Mean

0.99

Abdel-Kareem and Abd El Salam4

R-2–5 V

6.81

6.40

0.94

R-2–10 V

6.75

6.92

1.03

R-4–5 V

6.50

6.20

0.95

R-4–10 V

7.79

7.95

1.02

R-2–5 V

6.75

7.43

1.10

R-2–5 V

7.00

7.44

1.06

R-4–5 V

7.05

7.36

1.04

Mean

0.97

Meleka et al5.

R30*6

5.00

5.15

1.03

R30*12

4.30

4.69

1.09

R60*6

4.50

3.66

0.81

R60*12

3.20

3.64

1.14

Mean

1.02

Abdo and Mabrouk34

N1-S125-H300

11.20

12.42

1.11

N1-S100-H300

12.90

13.19

1.02

N1-S167-H300

9.76

11.64

1.19

N1-S125-H350

11.96

12.23

1.02

N1-S125-H400

14.30

12.51

0.87

Mean

1.04