Edgewise flexural properties and modulus of rigidity of different sizes of southern pine LVL and plywood

Forest Products Journal

Volumn 51, Issue 1, 2001, Pages 81-84

  Biblis, E J ^a  

^a AUBURN UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; ELASTIC MODULI; LAMINATED COMPOSITES; LUMBER; RIGIDITY; SHEAR DEFORMATION; STIFFNESS; VENEERS;

LAMINATED VENEER LUMBER (LVL);

PLYWOOD;

BEND STRENGTH; LUMBER; PLY WOOD; STIFFNESS; VENEERS;

EID: 0035044563     PISSN: 00157473     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. American Society for Testing Materials. 1996
2. Strength of wood beams of rectangular cross section as effected by span-depth ratio
3. An analysis of wood-fiber-glass composite beams within and beyond the elastic region
4. Shear deflection of wood beams
5. Properties of sheathing grade plywood made from sweetgum and southern pine
6. Effect of size on bending strength of wood members
7. The effect of depth on the strength properties of timber beams, with an analysis of the stresses and strains developed
8. Fabrication and design of glued laminated wood structural members
9. Deflection of beams with especial reference to shear deformations
10. Effect of synthetic resin adhesives on the strength and physical properties of wood veneer laminates
11. Statistical theory of the effect of dimensions and of method of loading upon the modulus of rupture of beams
12. Form factors of beams subjected to transverse loading only
13. Elastic properties of wood
14. Elastic deflection of wood-fiberglass composite beams
15. A statistical theory of the strength of materials