Size effect of glulam beams in tension perpendicular to grain

Author:

Astrup T.,Clorius C. O.,Damkilde L.,Hoffmeyer P.

Publisher

Springer Science and Business Media LLC

Subject

Industrial and Manufacturing Engineering,Plant Science,General Materials Science,Forestry

Reference8 articles.

1. Aicher S, Dill-Langer G (1996) Influence of cylindrical anisotropy of wood and loading conditions on off-axis stiffness and stresses of a board in tension perpendicular to grain. Otto Graf J 7:216–242

2. Aicher S, Dill-Langer G, Ranta-Maunus A (1998) Duration of load effect in tension perpendicular to the grain of glulam in different climates. Holz Roh- Werkst 56:295–305

3. EN 408 (2003) Timber structures – structural timber and glued laminated timber – determination of some physical and mechanical properties

4. Gustafsson PJ (2002) Fracture perpendicular to grain – structural applications. In: Thelanderson S, Larsen HJ (eds) Timber engineering. Wiley, England, pp 103–130

5. Hanhijärvi A, Ranta-Maunus A (1996) Computational analysis of transverse anisotropy and annual ring pattern in cross-sections of curved glulam beams on the size effect of strength. In: Proceedings of the European workshop on application of statistics and probabilities in wood mechanics, Bordeaux, France, February 22–23

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