Computational Modeling of Strand-Based Wood Composites-Reference-Cited by-同舟云学术

Computational Modeling of Strand-Based Wood Composites

Published:2001-08 Issue:8 Volume:127 Page:844-851
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Clouston Peggi L.¹²³⁴,Lam Frank¹²³⁴

Affiliation:

1. P.E.

2. P.E., Member, ASCE

3. PhD Candidate, Dept. of Wood Sci., Univ. of British Columbia, FSC 4041-2424 Main Mall, Vancouver, BC, Canada V6T 1Z4. E-mail: pclousto@interchange.ubc.ca

4. Assoc. Prof., Dept. of Wood Sci., Univ. of British Columbia, FSC 4041-2424 Main Mall, Vancouver, BC, Canada V6T 1Z4. E-mail: franklam@interchange.ubc.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A8%28844%29

Reference27 articles.

1. ASTM. ( 1999). “Standard methods of testing small clear specimens of timber.” D 143 West Conshohoken Pa.

2. ASTM. ( 1999). “Standard methods of testing static tests of timbers in structural sizes.” D 198 West Conshohoken Pa.

3. Barrett J. D. Foschi R. O. and Fox S. P. ( 1975). “Perpendicular-to-grain strength of douglas-fir.” Can. J. Civ. Engrg. 2(1) 50–57.

4. Size Effects in Visually Graded Softwood Structural Lumber

5. Bodig J. and Jayne B. A. ( 1993). Mechanics of wood and wood composites Krieger Malabar Fla.

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