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Table 11 Values of simplified coefficients αc,n, βc,n, αe,n and βe,n for freeze–thaw cycles

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

n

Concrete

ECC

αc,n

βc,n

αe,n

βe,n

0

0.80

0.90

1.00

0.75

50

0.79

0.90

1.00

0.75

100

0.81

0.91

1.00

0.75

150

0.78

0.90

1.00

0.75