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Table 1 Geometrical parameters of test specimens (Unit: mm).

From: Research on Whole-Process Tensile Behavior of Headed Studs in Steel–Concrete Composite Structures

No

hef

a

ns

Layout pattern

No

hef

a

ns

Layout pattern

1

120

6.5

1

Centered

17

170

6.5

1

One edge, Ca = 80

2

120

6.5

1

Centered

18

170

6.5

1

One edge, Ca = 80

3

120

6.5

1

Centered

19

170

6.5

1

One edge, Ca = 80

4

170

6.5

1

Centered

20

170

6.5

1

Two edge, Ca = 80

5

170

6.5

1

Centered

21

170

6.5

1

Two edge, Ca = 80

6

170

6.5

1

Centered

22

170

6.5

1

Two edge, Ca = 80

7

80

10.5

1

Centered

23

120

6.5

2

Straight, S = 120

8

80

20.5

1

Centered

24

120

6.5

2

Straight, S = 180

9

120

10.5

1

Centered

25

120

6.5

2

Straight, S = 240

10

120

20.5

1

Centered

26

120

6.5

3

Straight, S = 120

11

120

6.5

1

One edge, Ca = 60

27

120

6.5

3

Straight, S = 180

12

120

6.5

1

One edge, Ca = 60

28

120

6.5

3

Straight, S = 240

13

120

6.5

1

One edge, Ca = 60

29

120

6.5

4

Square, S = 120

14

120

6.5

1

Two edge, Ca = 60

30

120

6.5

4

Square, S = 180

15

120

6.5

1

Two edge, Ca = 60

31

170

6.5

2

Straight, S = 180

16

120

6.5

1

Two edge, Ca = 60

32

170

6.5

3

Straight, S = 180

 

33

170

6.5

4

Square, S = 180

  1. hef represents the embedment depth of the headed stud; a represents the shoulder width of the stud head; ns represents the number of headed studs; Ca represents the edge distance of the stud; S represents the distance between studs.