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Official Journal of the Japan Wood Research Society

Table 2 Experimental embedment strength of all the subgroups

From: Experimental study on the embedment strength of smooth dowels inserted in cross-laminated timber narrow side

Subgroup

Label

Replicates

fe,max (MPa)

fe,min (MPa)

COV (%)

fe,ave (MPa)

fe,k (MPa)

1

A-θ = 0-24-NA

16

7.98

4.77

12.0

5.79

3.73

2

A-θ = 90-24-NA

20

34.59

18.91

13.9

27.80

18.42

3

A-θ = 0-24-A

24

21.94

13.51

13.4

16.90

12.60

4

A-θ = 90-24-A

43

16.85

5.96

25.2

11.06

5.97

5

A-θ = 0-8-NA

41

8.70

3.97

19.8

5.84

3.72

6

A-θ = 90-8-NA

29

49.41

27.99

18.9

38.55

24.91

7

A-θ = 0-8-A

40

25.64

13.03

18.3

18.17

12.07

8

A-θ = 90-8-A

39

24.48

10.23

21.7

16.66

10.02

9

B-β = 0-24-NG

37

8.27

3.62

22.9

5.82

3.37

10

B-β = 90-24-NG

20

15.47

8.29

18.3

11.75

7.68

11

B-β = 0-24-G

18

7.69

4.53

13.5

5.83

3.54

12

B-β = 90-24-G

22

13.23

8.05

15.0

10.80

7.60

13

B-β = 0-8-NG

36

8.27

4.62

19.9

6.01

3.81

14

B-β = 90-8-NG

43

23.68

14.88

12.1

19.17

14.95

15

B-β = 0-8-G

35

9.98

4.53

25.5

6.77

3.61

16

B-β = 90-8-G

41

22.58

10.97

13.0

17.70

13.50

  1. fe,k was calculated based on the method from EN 14358 [26]