Nichtlineares Bruchmechanik-Maßstabsgesetz für Fichte bei Zugbeanspruchung senkrecht zur Faserrichtung-Reference-Cited by-同舟云学术

Nichtlineares Bruchmechanik-Maßstabsgesetz für Fichte bei Zugbeanspruchung senkrecht zur Faserrichtung

Published:1993-11 Issue:6 Volume:51 Page:385-394
ISSN:0018-3768
Container-title:Holz als Roh- und Werkstoff
language:de
Short-container-title:Holz als Roh-und Werkstoff

Author:

Aicher S.,Reinhardt H. W.,Klöck W.

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Link

http://link.springer.com/content/pdf/10.1007/BF02628235.pdf

Reference20 articles.

1. Aicher, S., Reinhardt, H. W.: Einfluß der Bauteilgröße in der linearen und nichtlinearen (Holz-)Bruchmechanik. Holz Roh-Werkstoff 51 (1993) 215–220.

2. ASTM: E 399-83: Standard test method for plain-strain fracture toughness of metallic materials. ASTM, Philadelphia 1983

3. Barrett, J. D.: Effect of size on tension perpendicular-to-grain strength of Douglas-fir. Wood and Fiber 6 (1974) 126–143

4. Bazant, Z. P.: Size effect in blunt fracture: Concrete, rock, metal. Journ. of Eng. mech. 110, (1984) 518–535

5. Bazant, Z. P., Pfeiffer, P. A.: Determination of fracture energy from size effect and brittleness number. ACI Materials Journ. Nov.–Dec. (1987) 463–480

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