Table 3 The loss value of the bond strength between H-shaped steel and concrete after F–T cycles. (%).

From: Bond behaviour between H-shaped steel and concrete after freeze-thaw cycles

Anchorage length

Number of F–T cycles

0

50

100

200

380

0

17.8

24.7

32.8

560

0

15.3

21.4

28.3

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