AN EXPERIMENTAL STUDY ON SHEAR STRAIN DISTRIBUTION UNDER THE SHEAR BUCKLING OF PLYWOOD BY WOODEN PANEL

DOI Web Site 2 References
  • MITSUHASHI Ayumu
    Misawa Homes Institute of Research and Development Co., Ltd., Meiji Univ., M. Eng.
  • KAJIKAWA Hisamitsu
    Misawa Homes Institute of Research and Development Co., Ltd., Dr. Eng.
  • OGAWA Haruhiko
    Misawa Homes Institute of Research and Development Co., Ltd., M. Eng.
  • NOGUCHI Hiroyuki
    Prof., Dept. of Architecture School of Science Technology, Meiji Univ., Dr. Eng.

Bibliographic Information

Other Title
  • 木質接着パネルにおける合板のせん断座屈挙動を考慮した面内せん断歪み分布に関する実験的研究
  • モクシツ セッチャク パネル ニ オケル ゴウハン ノ センダンザクツキョドウ オ コウリョ シタ メン ナイ センダン ヒズミ ブンプ ニ カンスル ジッケンテキ ケンキュウ モクシツ セッチャク パネルコウホウ ニ オケル タイリョクヘキ ノ センダン キョドウ ニ カンスル ケンキュウ ダイ3ポウ
  • —A study on shearing behavior of bearing wall by wooden panels construction (Part 3)—
  • 木質接着パネル構法における耐力壁のせん断挙動に関する研究（第３報）

Search this article

Abstract

This report describes the shear buckling and shear strain distribution of plywood used in wooden panel construction bearing walls. The purpose of the research was to confirm the affect of plywood shear buckling on shear strength, measure the shear stress distribution on plywood in detail through multipoint measurement, and clarify shear characteristics experimentally. The specimens were wooden glued panels with external dimensions of 1,000mm×1,000mm. The specimen parameters were plywood thickness (3.0, 5.0mm), bonding width (15, 30, 45mm). The test results confirmed the shear capacity and stiffness of the wooden panels decreased as a result of shear buckling of the plywood. The shear stress distribution was confirmed to show the same value before shear buckling occurs and that the stress distribution is non-uniform after buckling occurs. The ratio was confirmed to become larger as the shear deformation angle increased.

Journal

References(2)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top