Effect of polar anisotropy of wood loaded perpendicular to grain

Journal of Materials in Civil Engineering

Volumn 13, Issue 1, 2001, Pages 2-9

  Aicher, Simon ^a   Dill Langer, Gerhard ^a   Höfflin, Lilian ^a  

^a UNIVERSITY OF STUTTGART   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; COMPUTER SIMULATION; FINITE ELEMENT METHOD; SOFTWOODS; STIFFNESS; STRAIN;

GLULAM BEAMS; POLAR ANISOTROPY; SHEAR COUPLING EFFECT;

WOOD;

EID: 0035131672     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2001)13:1(2)     Document Type: Article

References (11)

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2. Aicher, S., and Dill-Langer, G. (1997). "Climate induced stresses perpendicular to the grain in glulam." Otto Graf J., FMPA, Otto Graf Inst., Stuttgart, Germany, 8, 209-231.
3. Aicher, S., Dill-Langer, G., and Ranta-Maunus, A. (1998). "Duration of load effect in tension perpendicular to the grain of glulam in different climates." Holz Roh-Werkstoff, Springer, Berlin, 56(5), 295-305.
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8. Hanhijärvi, A., and Ranta-Maunus, A. (1996). "Computational analysis of the effect of transverse anisotropy and annual ring pattern in cross sections of curved beams on the size effect of strength." Proc., Eur. Workshop Application Statistics and Probabilistics in Wood Mech., Laboratoire de Rheologie du Bois de Bordeaux, Bordeaux, France (in press).
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