Skip to main content

Official Journal of the Japan Wood Research Society

Table 7 Comparison between experimental results and calculation results for axial bolt force ratio (Th: 45 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.

45

48

A

0.64

0.45

0.70

0.57

0.45

0.78

0.55

0.45

0.81

–

–

–

B

0.55

0.37

0.68

0.54

0.37

0.68

–

–

–

0.16

− 0.36

0.00

C

0.44

0.29

0.67

–

–

–

0.17

− 0.34

0.00

0.57

0.29

0.52

D

–

–

–

0.57

0.43

0.75

–

–

–

–

–

–

60

A

0.85

0.61

0.71

0.89

0.61

0.68

0.89

0.61

0.68

–

–

–

B

0.82

0.46

0.56

0.86

0.46

0.54

–

–

–

0.81

0.03

0.04

C

0.84

0.68

0.80

–

–

–

0.81

0.36

0.44

0.89

0.52

0.58

D

–

–

–

0.85

0.47

0.55

–

–

–

–

–

–

72

A

0.77

0.60

0.78

0.81

0.60

0.75

0.77

0.60

0.78

–

–

–

B

0.73

0.70

0.96

0.73

0.70

0.96

–

–

–

0.65

0.50

0.76

C

0.73

0.72

0.99

–

–

–

0.61

0.44

0.73

0.78

0.72

0.92

D

–

–

–

0.77

0.71

0.93

–

–

–

–

–

–

84

A

0.85

0.85

0.99

0.90

0.85

0.94

0.89

0.85

0.95

–

–

–

B

0.88

0.83

0.95

0.91

0.83

0.92

–

–

–

0.92

0.60

0.65

C

0.92

0.84

0.91

–

–

–

0.95

0.63

0.66

0.94

0.84

0.89

D

–

–

–

0.92

0.79

0.86

–

–

–

–

–

–