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Table 8 Effects of SCs spacings and types

From: Numerical FE Modeling and Design Methods of CCES Columns with Normal-Weight Crushed Dolomite Coarse Aggregate Fully Embedded IPE Steel-Section

SCs/stud type

SCs’ spacings, mm

Capacity, Pu (kN)

In comparison with the first specimen with connectors

In comparison with a specimen without connectors

Increasing of capacity, + Pu%

Decrease in SC spacings, + S %

 + Pu%/ + S%

Increasing of capacity, + Pu%

Decrease in SC spacings, + S %

 + Pu%/ + S%

None

949.77

SCǾ8

SCǾ8@200

200

989.04

4.13

SCǾ8@150

150

987.63

− 0.14

− 25.00

0.006

3.99

− 25.00

− 0.159

SCǾ8@100

100

985.38

− 0.37

− 50.00

0.007

3.75

− 50.00

− 0.075

SCǾ8@50

50

991.13

0.21

− 75.00

− 0.003

4.35

− 75.00

− 0.058

SCǾ10

SCǾ10@200

200

1010.84

6.43

SCǾ10@150

150

1016.703

0.58

− 25.00

− 0.023

7.05

− 25.00

− 0.282

SCǾ10@100

100

1009.73

− 0.11

− 50.00

0.002

6.31

− 50.00

− 0.126

SCǾ10@50

50

1027.806

1.68

− 75.00

− 0.022

8.22

− 75.00

− 0.110

studǾ10

studǾ10@200

200

982.103

3.40

studǾ10@150

150

978.66

− 0.35

− 25.00

0.014

3.04

− 25.00

− 0.122

studǾ10@100

100

977.584

− 0.46

− 50.00

0.009

2.93

− 50.00

− 0.059

stud Ǿ10@50

50

999.34

1.76

− 75.00

− 0.023

5.22

− 75.00

− 0.070