EXPERIMENTAL STUDY ON FLEXURAL-SHEAR BEHAVIOR OF MORTISE-TENON JOINT WITH DOWEL
Hiroyasu SAKATA, Yoshihiro Yamazaki, Hirotaka UDAGAWA, Yoshimitsu OHASHI
Abstract
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Hiroyasu SAKATA, Yoshihiro Yamazaki, Hirotaka UDAGAWA, Yoshimitsu OHASHI
Abstract
Open-access reader
In this paper, moment resisting behavior of mortise-tenon joint with dowel is examined. At first, bending tests for mortise-tenon joint are conducted. A hundred and eight specimens are tested, and their parameters are dimension of tenon, post, beam and dowel and tree species of members. In addition, evaluation rule for moment resisting performance of mortise-tenon joint is proposed. It is based on the result of local compression test of wooden materials. Moment - rotation relationship of connection can be calculated by solving simplified equation of equilibrium.
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In this paper, moment resisting behavior of mortise-tenon joint with dowel is examined. At first, bending tests for mortise-tenon joint are conducted. A hundred and eight specimens are tested, and their parameters are dimension of tenon, post, beam and dowel and tree species of members. In addition, evaluation rule for moment resisting performance of mortise-tenon joint is proposed. It is based on the result of local compression test of wooden materials. Moment - rotation relationship of connection can be calculated by solving simplified equation of equilibrium.
Key concepts: Mortise and tenon, Dowel, Structural engineering, Joint (building), Bending moment, Moment (physics), Beam (structure), Shear (geology)