Effect of a Tenon Width and Mortise Position on The Pulled-Out Strength of Tenon and Mortise Joints
Atsushi Tabuchi, Hirokazu Akashi
Abstract
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Atsushi Tabuchi, Hirokazu Akashi
Abstract
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In this study, the pulled out strength of mortise and tenon joint, which is a Japanese traditional timber connection, were investigated, in order to find out an influence that strength by a width of a tenon and a position of a mortice. Specimens had 3 types of a tenon, which had a 30mm, 45mm or 60mm width, and 3 types of position, which was 30mm, 52.5mm, or 75mm depth. As a result of experiments, a komisen-dowel was broken in a mortise of 52.5mm depth type, many tenons were broken by shearing in mortises of 75mm depth, and a type of 30mm depth were frequently split off at a mortise. And then, the stiffness and strength were evaluated by mechanical models. The stiffness was similar to a secant stiffness of 0.7 Pmax, and the strength calculated as a yield load was mostly evaluated on a safety side.
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In this study, the pulled out strength of mortise and tenon joint, which is a Japanese traditional timber connection, were investigated, in order to find out an influence that strength by a width of a tenon and a position of a mortice. Specimens had 3 types of a tenon, which had a 30mm, 45mm or 60mm width, and 3 types of position, which was 30mm, 52.5mm, or 75mm depth. As a result of experiments, a komisen-dowel was broken in a mortise of 52.5mm depth type, many tenons were broken by shearing in mortises of 75mm depth, and a type of 30mm depth were frequently split off at a mortise. And then, the stiffness and strength were evaluated by mechanical models. The stiffness was similar to a secant stiffness of 0.7 Pmax, and the strength calculated as a yield load was mostly evaluated on a safety side.
Key concepts: Mortise and tenon, Dowel, Stiffness, Shearing (physics), Materials science, Joint (building), Structural engineering, Composite material