PROPOSAL OF ANALYTICAL MODELS OF WOODEN DOWEL SHEAR JOINT : Single shear joint with slender-type round dowel

Hiroshi Fukuyama, Naoto Ando, Masahiro INAYAMA, Masayuki Takemura, Masafumi Inoue

Journal of Structural and Construction Engineering (Transactions of AIJ) · 2007 · 12 citations · 0 references

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Abstract

The aim of this research is to make a design formula for shear connection of wooden/wood-based-material dowel. This paper is mainly focused on introduction of basic design formula on load-slip stiffness and strength of wooden dowel shear joint. Various slender-type symmetrical single shear tests were conducted. Much of the experimental result had good coincidences with the analysis. A simple expression of stiffness calculation and a new concept of bearing-spring characteristics are proposed. Compared with steel, wood can be easily deformed by shear stress. Shear deformation of fasteners should be taken into account in the case of wooden dowel. And as a series bearing-spring of timber and dowel, the effect of dowel hardening should be taken into account.