The effect of moisture gradients on tensile strength perpendicular to grain in glulam

Author:

Jönsson J.,Thelandersson S.

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Reference7 articles.

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

2. Gustafsson PJ, Petersson H, Stefansson F (1996) Fracture analysis of wooden beams with holes and notches. International Wood Engineering Conference, New Orleans, pp 4.281–4.287

3. Gustafsson PJ, Hoffmeyer P, Valentin G (1998) DOL behaviour of end-notched beams. Holz Roh- Werkstoff 56(5):307–317

4. Jönsson J, Svensson S (2001) A contact free measuring method to determine internal stress states in glulam. Structural Engineering, Lund Institute of Technology. Holzforschung, submitted

5. Jönsson J (2001) Internal stresses in the cross-grain directions in glulam induced by climate variations. Structural Engineering, Lund Institute of Technology. Holzforschung, submitted

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