Table 6 Average bond strength and energy consumption capacity of the various specimens.

From: Effect of vibration on the interface properties of welded steel joints and filled concrete in steel pipes

Specimen ID

\({\tau }_{s}\)/MPa

\({\tau }_{u}\)/MPa

\({\tau }_{r}\)/MPa

\(\text{W}\)/kN∙m

R0

1.11

1.19

1.00

7.64

R1

3.55

4.10

2.26

19.9

R2

4.18

5.03

3.18

26.46

R3

5.96

6.44

4.07

29.12

RS

6.27

6.66

–

35.21

S-R0

1.14

1.21

0.89

7.60

S-R1

3.14

3.54

2.33

17.98

S-R2

3.66

4.91

3.23

28.77

S-R3

5.77

6.19

–

38.21

S-RS

5.90

6.40

–

39.12

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