Table 5 Characteristic values in the P–S diagrams.

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

Specimen ID

\({P}_{s}\)/kN

\({P}_{u}\)/kN

\({P}_{r}\)/kN

\({S}_{s}\)/mm

\({S}_{u}\)/mm

\({S}_{r}\)/mm

\({\alpha }_{1}\)

\({\alpha }_{2}\)

R0

608.1

654.2

547.5

3.2

4

14.4

0.93

0.84

R1

1952.5

2254.5

1244.5

3.9

5.1

8.5

0.87

0.55

R2

2295

2762.5

1746.5

4.1

5.7

8.8

0.83

0.63

R3

3274.5

3541

2235

9.6

11.5

14.9

0.92

0.63

RS

3444.5

3661.5

9

11.8

0.94

S-R0

623.9

664.0

489.0

1.6

2

9.7

0.94

0.74

S-R1

1727

1943.5

1280.5

4.4

5.2

8.4

0.89

0.66

S-R2

2010

2699

1772.5

3.2

6.1

10.2

0.74

0.66

S-R3

3170.5

3399.5

7

9.4

0.93

S-RS

3242.5

3515

5.7

8.2

0.92