HUSCAP logo Hokkaido Univ. logo

Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Agriculture / Faculty of Agriculture >
Peer-reviewed Journal Articles, etc >

Structural joints with glued-in hardwood dowels

Files in This Item:
RILEM.pdf1.45 MBPDFView/Open
Please use this identifier to cite or link to this item:

Title: Structural joints with glued-in hardwood dowels
Authors: Koizumi, Akio Browse this author
Jensen, Jørgen L. Browse this author
Sasaki, Takanobu Browse this author
Issue Date: 2001
Publisher: RILEM
Citation: Joints in Timber Structures(International RILEM Symposium, proceedings pro022), ISBN:2-912143-28-4, pp. 403-412
Abstract: Joints with axially loaded glued-in hardwood dowels were studied. A dowel whose length is ten times as long as diameter is glued into a loose-fit hole. The dowelhole clearance is filled with flexible polyuretane adhesive to relieve shear-stress concentration along a bond line. A series of pull-out tests was conducted to reveal effects of a number of parameters. Consequently, withdrawal strength of proposed joint with single dowel of 12 mm in diameter was proved to be about 18 kN. Simple theoretical expressions based on Volkersen model for a lap joint fitted well for various conditions. End joint of beams, corner joint of frames and post-sill joint were designed as applications. Moduli of rupture for the moment-resisting joints observed in experiments were approximately 30 MPa, which corresponds to the strength of Japanese-cedar timber.
Type: bookchapter (author version)
Appears in Collections:農学院・農学研究院 (Graduate School of Agriculture / Faculty of Agriculture) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 小泉 章夫

Export metadata:

OAI-PMH ( junii2 , jpcoar_1.0 )

MathJax is now OFF:


 - Hokkaido University