Skip to main content

Official Journal of the Japan Wood Research Society

Table 2 Specimen failure patterns

From: Force–displacement relations of bolted timber joints with slotted-in steel plates parallel to the grain

Specimen series

Slenderness

Failure mode

Specimen 1

Specimen 2

Specimen 3

S-12-105

8.8

I

I

I

S-12-140

11.7

III

III

III

S-14-140

10.0

I

I

I

S-14-180

12.9

III

III

III

S-14-230

16.4

IV

IV

IV

S-16-140

8.8

I

I

I

S-16-180

11.3

III

III

III

S-16-230

14.4

IV

IV

IV

  1. The values of Pp, ke, and \(\Delta\)u in the table are the mean values of each group of specimens