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Official Journal of the Japan Wood Research Society

Table 8 Comparison between experimental results and calculation results for axial bolt force ratio (Th: 60 mm)

From: Elastic interaction in multiple bolted timber joints

Th [mm]

S [mm]

Bolt Number

Axial bolt force ratio

Se.1

A → B → C → D

Se.2

A → D → B → C

Se.3

A → C → B → D

Se.4

B → C → A → D

Exp.

Cal.

Cal./Exp.

Exp.

Cal.

Cal./Exp.

Exp.

Cal.

Cal./Exp.

Exp.

Cal.

Cal./Exp.

60

48

A

0.68

0.39

0.57

0.62

0.39

0.63

0.54

0.39

0.72

–

–

–

B

0.49

0.30

0.61

0.50

0.30

0.60

–

–

–

0.17

− 0.51

0.00

C

0.48

0.21

0.44

–

–

–

0.21

–0.49

0.00

0.56

0.21

0.38

D

–

–

–

0.49

0.37

0.76

–

–

–

–

–

–

60

A

0.71

0.51

0.72

0.68

0.51

0.74

0.61

0.51

0.82

–

–

–

B

0.58

0.45

0.77

0.59

0.45

0.75

–

–

–

0.33

− 0.10

0.00

C

0.57

0.48

0.84

–

–

–

0.29

-0.01

0.00

0.64

0.48

0.75

D

–

–

–

0.57

0.48

0.84

–

–

–

–

–

–

72

A

0.84

0.59

0.70

0.87

0.59

0.68

0.86

0.59

0.69

–

–

–

B

0.81

0.60

0.74

0.83

0.60

0.72

–

–

–

0.77

0.25

0.33

C

0.75

0.66

0.88

–

–

–

0.72

0.30

0.43

0.84

0.66

0.79

D

–

–

–

0.83

0.58

0.70

–

–

–

–

–

–

84

A

0.78

0.70

0.90

0.81

0.70

0.87

0.78

0.70

0.90

–

–

–

B

0.76

0.72

0.95

0.77

0.72

0.94

–

–

–

0.62

0.45

0.72

C

0.72

0.72

1.00

–

–

–

0.57

0.43

0.75

0.78

0.72

0.93

D

–

–

–

0.75

0.71

0.94

–

–

–

–

–

–