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Table 9 Comparisons of experimental and predicted failure modes

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

No.

n

ρs/ %

ρs,b1/ %

ρs,b2/ %

ρs,b2 ≤ ρs ≤ ρs,b1

CFM-ρs

EFM

BA

0

1.81

3.17

0.61

Yes

SY, CC

50

1.81

3.03

0.69

Yes

SY, CC

100

1.81

2.68

0.68

Yes

SY, CC

150

1.81

2.21

0.61

Yes

SY, CC

BB

0

1.81

3.02

0.47

Yes

SY, CC

50

1.81

2.90

0.55

Yes

SY, CC

100

1.81

2.55

0.55

Yes

SY, CC

150

1.81

2.09

0.49

Yes

SY, CC

BC

0

1.81

2.88

0.32

Yes

SY, CC

50

1.81

2.76

0.42

Yes

SY, CC

100

1.81

2.42

0.43

Yes

SY, CC

150

1.81

1.97

0.37

Yes

SY, CC