Effect of Polar Anisotropy of Wood Loaded Perpendicular to Grain-Reference-Cited by-同舟云学术

Effect of Polar Anisotropy of Wood Loaded Perpendicular to Grain

Published:2001-02 Issue:1 Volume:13 Page:2-9
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Aicher Simon¹²²,Dill-Langer Gerhard¹²²,Höfflin Lilian¹²²

Affiliation:

1. Head Deputy, Dept. of Wood and Timber Engrg., Otto Graf Inst., Univ. of Stuttgart, Pfaffenwaldring 4b, D-70569 Stuttgart, Germany.

2. Res. Engr., Dept. of Wood and Timber Engrg., Otto Graf Inst., Univ. of Stuttgart, Pfaffenwaldring 4b, D-70569 Stuttgart, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A1%282%29

Reference11 articles.

1. Aicher S. and 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 the grain.” Otto Graf J. FMPA Otto Graf Inst. Stuttgart Germany 7 216–242.

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.

4. Blaß H. J. Ehlbeck J. and Schmid M. ( 1998). “Ermittlung der Querzugfestigkeit von Voll- und Brettschichtholz.” Res. Rep. University of Karlsruhe Germany.

5. Canisius T. ( 1995). “End conditions for tension testing of solid timber perpendicular to grain.” Proc. CIB-W18 Meeting 28 28-6-6 University of Karlsruhe Germany.

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