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Table 12 Comparison of tested and predicted bending capacities

From: Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze–Thaw Cycles

No.

n

Mu,e (kN m)

Mu,c (kN m)

Mu,c/Mu,e

No.

n

Mu,e (kN m)

Mu,c (kN m)

Mu,c/Mu,e

BA

0

10.60

9.73

0.92

BB

0

11.02

10.43

0.95

50

10.27

9.39

0.91

50

10.58

9.99

0.94

100

9.87

9.00

0.91

100

10.01

9.51

0.95

150

8.35

8.21

0.98

150

9.02

8.57

0.95

BC

0

13.60

10.82

0.80

BD

0

11.82

11.34

0.96

50

11.64

10.30

0.88

50

10.81

11.16

1.03

100

10.92

9.74

0.89

100

11.51

10.97

0.95

150

9.91

8.66

0.87

150

10.60

10.77

1.02