Structural timber and glulam in compression perpendicular to grain

Holz als Roh - und Werkstoff

Volumn 58, Issue 1-2, 2000, Pages 73-80

  Hoffmeyer, P ^a   Damkilde, L ^a   Pedersen, T N ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; FAILURE ANALYSIS; NUMERICAL ANALYSIS; STRESS ANALYSIS;

SHEAR FAILURE MODES;

TIMBER;

COMPRESSION STRENGTH; FAILURE; FORESTS; STRESS ANALYSIS;

EID: 0034212008     PISSN: 00183768     EISSN: None     Source Type: Trade Journal    
DOI: 10.1007/s001070050390     Document Type: Article

References (7)

1. Aicher S, Dill-Langer G (1997) Climate induced stresses perpendicular to the grain in glulam. Otto-Graf-Journal 8: 209-231, FMPA - Otto-Graf-Institute-, Stuttgart
2. EN 338:1995 (1995) Structural timber - Strength classes
3. EN 1193:1997 (1997) Structural timber - Structural and glued laminated timber - Determination of additional physical and mechanical properties
4. prEN 1194:1998 (1998) Timber structures - Glued laminated timber - Strength classes and determination of characteristic values
5. EN 384:1995 (1995) Structural timber - Determination of characteristic values of mechanical properties and density
6. Gehri E (1997) Timber in compression perpendicular to grain. Proceedings international conference of IUFRO S5.02 Timber Engineering: 355-374, Copenhagen, Denmark, June 18-20, 1997
7. Pedersen TN (1997) Compression strength perpendicular to grain. M.Sc. thesis (in Danish). Department of Structural Engineering and Materials, Technical University of Denmark