Re: hand cut dovetails
Chris Scholz
>Marty, that seems to be an open research topic.
The most recent publication states that for timber construction a ratio of 1:3 is optimal (in fact it is 25% to 35% stronger than a 1:6 dovetail). They also look a the dovetail width (more precisely the base width). Can anybody who reads Japanese tell us what wood they were using? MC appears to be a major factor that influences the strengt of a joint (see abstract of second paper below).
Miyauchi, Kazunari, Masuda, Minoru; Murata, Koji, Analysis of strain distributions of wooden dovetail joints using digital image correlation method, Div. of Forest and Biomaterials Sci., Graduate School of Agriculture, Kyoto Univ.; Zairyo/Journal of the Society of Materials Science, Japan, v 55, n 4, April, 2006, p 367-372 Language: Japanese
ISSN: 0514-5163, Society of Materials Science Japan
Abstract: In Japan, the shapes of traditional wooden joints are based upon carpenters' experiences. However, in terms of strength, it is not revealed whether these shapes are optimum or not. For dovetail joints (ari-tsugi in Japanese), which have been frequently used in traditional timber constructions, an inclination of 1/6 is empirically and often used. In this paper, we conducted the tension tests with dovetail joint specimens of various inclinations and base widths, and examined whether empirical shape is optimum or not. Then strain distributions were calculated by digital image correlation (DIC). The results were as follows: (1) Joints with the inclination of 1/3 were 25-35% stronger than that of 1/6, therefore empirical shape was not optimum. In comparison with the inclination, the effect of the base width to tensile strength was not significant. [...]
Harada, Masaki, Hayashi, Youko; Hayashi, Tomoyuki; Karube, Masahiko; Ohgama, Toshimasa Effect of moisture content of members on mechanical properties of timber joints, Laboratory of Engineered Wood and Joints, Department of Wood Engineering, Forestry and Forest Products Research Institute; Source: Journal of Wood Science, v 51, n 3, June, 2005, p 282-285 ISSN: 1435-0211 Publisher: Springer-Verlag Tokyo
Abstract: To investigate the effect of moisture content (MC) of members on the mechanical properties of timber joints, bending tests of precut joints and shear tests of dowel-type joints were carried out using timbers of Japanese cedar (Cryptomeria japonica D. Don) with three moisture conditions: green, kiln-dried with a MC target of 15%, and over-kiln-dried with a MC target of 5%. For the bending test, timbers were processed with a precut processing machine into "koshikake-ari" (a kind of dovetail joint) and "koshikake- kama" (a kind of mortise and tenon joint).