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Official Journal of the Japan Wood Research Society

Table 3 Characteristic results of the single shear test

From: Estimation of failure lifetime in plywood-to-timber joints with nails and screws under cyclic loading

Specimen

P y (kN)

δ y (mm)

P max (kN)

δ max (mm)

P u (kN)

δ u (mm)

K (kN/mm)

µ

ΣE cy (kNmm)

4.1 × 38 mm

 Mono

1.22

0.60

2.12

11.72

1.92

21.52

2.16

24.33

40.26

(0.24)

(0.14)

(0.42)

(3.98)

(0.37)

(2.21)

(0.74)

(7.19)

(7.91)

 ISO

1.03

0.45

1.73

6.80

1.54

8.67

2.28

13.81

58.44

(0.07)

(0.14)

(0.15)

(1.95)

(0.11)

(1.85)

(0.74)

(4.42)

(9.82)

 1PER

1.02

0.33

1.60

5.64

1.45

7.54

3.27

15.60

115.10

(0.11)

(0.11)

(0.07)

(1.93)

(0.07)

(3.54)

(1.62)

(3.39)

(65.70)

4.5 × 50 mm

 Mono

1.18

0.99

2.30

15.28

2.01

22.50

1.38

14.77

44.02

(0.14)

(0.37)

(0.33)

(3.57)

(0.28)

(3.20)

(0.59)

(4.81)

(11.48)

 ISO

1.22

0.43

2.09

6.60

1.85

8.83

2.87

15.60

62.07

(0.09)

(0.20)

(0.21)

(2.31)

(0.17)

(1.62)

(1.23)

(5.51)

(5.16)

 1PER

0.98

0.21

1.54

4.12

1.42

5.17

4.84

17.90

85.04

(0.06)

(0.03)

(0.24)

(0.75)

(0.19)

(1.15)

(1.50)

(5.31)

(26.21)

CN50

 Mono

0.69

0.42

1.37

9.49

1.24

26.87

1.26

27.21

32.87

(0.17)

(0.24)

(0.29)

(2.06)

(0.27)

(3.50)

(1.41)

(15.37)

(6.43)

 ISO

0.65

0.50

1.22

9.10

1.06

15.84

0.92

13.72

65.72

(0.13)

(0.14)

(0.36)

(3.17)

(0.28)

(3.44)

(0.56)

(4.58)

(26.99)

 1PER

0.57

0.28

0.98

5.26

0.88

8.27

1.19

10.93

97.15

(0.15)

(0.05)

(0.21)

(0.68)

(0.20)

(1.74)

(0.55)

(2.04)

(33.21)

  1. Values in parentheses are standard deviations
  2. P y is the yield load, δy is the yield displacement, Pmax is the maximum load, δmax is the displacement at maximum load, Pu is ultimate load, δu is the ultimate displacement, K is the initial stiffness, µ is ductility factor, and ΣEcy is the total energy dissipated