Some Anisotropic Properties on the Strength of the Plywood
-
- ASANO Ikuo
- Faculty of Agriculture, University of Nagoya
-
- TSUZUKI Kazuo
- Faculty of Agriculture, University of Nagoya
Bibliographic Information
- Other Title
-
- 合板の強度的異方性について
- ゴウハン ノ キョウドテキ イホウセイ ニ ツイテ
Search this article
Description
The calculation formulae ralating the stress in bending of the laminated wood-beam were checked by tests and verified their appricability to the plywood.<br>The anisotropic properties of strength of the plywood can be represented by the ratios of AE=E90/E0, BE=EB90/EB0 and NR=R90/R0 where E0, EB0 and R0 denote respectively the elastic moduli in edgewise tension or compression, the elastic moduli in bending and modulus of rupture in bending of plywood parallel to the face grain, and E90, EB90 and R90 denote those values of plywood perpendicular to the face grain. These values in the cases of 3-ply, 5-ply and 7-ply plywood of LAUAN which are constructed from single species and have symmetetrical construction to their core are evaluated by the computed results using the basic strength of veneer, and the anisotropic properties of them are discussed.
Journal
-
- Journal of the Society of Materials Science, Japan
-
Journal of the Society of Materials Science, Japan 12 (121), 761-768, 1963
The Society of Materials Science, Japan
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390001205417276928
-
- NII Article ID
- 110002300582
-
- NII Book ID
- AN00096175
-
- ISSN
- 18807488
- 05145163
-
- NDL BIB ID
- 9058727
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed