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International Journal of Concrete Structures and Materials

Table 8 Comparison of bending capacities and deflection—taking concrete specimen as control specimen.

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

No.

Mu (kN m)

Mu,i/Mu,c

Mq,c (kN m)

ωq (mm)

ωq,i/ωq,c

BA-0

10.60

1.00

6.78

0.13

1.00

BB-0

11.02

1.04

0.07

0.59

BC-0

13.60

1.28

0.06

0.50

BD-0

11.82

1.12

0.05

0.44

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