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Table 11 Values of theoretical ultimate load and moment versus experimental ones

From: Structural Performance of Ferrocement Beams Incorporating Longitudinal Hole Filled with Lightweight Concrete

Source

Specimen ID

Ultimate load

Ultimate moment

Pue (kN)

Put (kN)

Put/Pue

Mue (kN.m)

Mut (kN.m)

Mut/Mue

(Fahmy et al., 2014)

B2

40.98

40.05

0.98

18.44

18.20

0.99

B4

46.19

50.28

1.09

20.79

23.19

1.12

G2

37.19

39.61

1.07

16.74

17.97

1.07

F1

40.95

49.81

1.22

18.43

22.80

1.24

F2

38.75

36.27

0.94

17.44

16.20

0.93

F4

39.87

46.50

1.17

17.94

21.19

1.18

(Shaheen et al., 2020a)

E1

38.00

38.11

1.00

22.78

22.97

1.01

W2

38.00

41.15

1.08

22.78

24.45

1.07

W3

42.00

38.18

0.91

25.17

23.01

0.91

(Abdullah & Abdull, 2022)

SBWS1

46.60

63.64

1.37

27.93

36.73

1.32

SBWS2

50.50

57.96

1.15

30.27

33.96

1.12

SBWS3

55.90

52.28

0.94

33.51

31.20

0.93

BWS1

44.90

40.05

0.89

26.91

24.82

0.92

BWS2

49.50

34.37

0.69

29.67

22.05

0.74

Current study

B1

80.44

77.13

0.96

38.21

36.70

0.96

B2

85.30

75.19

0.88

40.52

35.68

0.88

B3

81.90

76.25

0.93

38.90

36.24

0.93

C1

74.18

77.13

1.04

35.24

36.70

1.04

C2

79.37

75.19

0.95

37.70

35.68

0.95

C3

75.32

76.25

1.01

35.78

36.24

1.01

C4

84.50

74.96

0.89

40.14

35.56

0.89

D1

56.20

64.81

1.15

26.70

30.49

1.14

D2

65.00

62.88

0.97

30.88

29.47

0.95

D3

60.00

63.93

1.07

28.50

30.03

1.05