Table 13 Fitting relationship between DIF and strain rate of OC and CFRC.

From: Study on the durability and mechanical properties of carbon fiber reinforced concrete for shaft lining under chloride salt freeze–thaw coupling environment

Freeze–thaw cycles

OC

R2

CFRC

R2

0

\(DIF_{OC} = 1.403\log \dot{\varepsilon } - 1.299\)

0.93

\(DIF_{CFRC} = 1.405\log \dot{\varepsilon } - 1.25\)

0.93

25

\(DIF_{OC} = 1.586\log \dot{\varepsilon } - 1.596\)

0.91

\(DIF_{CFRC} = 1.353\log \dot{\varepsilon } - 1.117\)

0.99

50

\(DIF_{OC} = 1.292\log \dot{\varepsilon } - 1.007\)

0.91

\(DIF_{CFRC} = 1.264\log \dot{\varepsilon } - 0.899\)

0.96

75

\(DIF_{OC} = 1.888\log \dot{\varepsilon } - 2.04\)

0.92

\(DIF_{CFRC} = 1.569\log \dot{\varepsilon } - 1.439\)

0.92

100

\(DIF_{OC} = 1.743\log \dot{\varepsilon } - 1.763\)

0.97

\(DIF_{CFRC} = 1.528\log \dot{\varepsilon } - 1.367\)

0.98