Three-Dimensional Finite-Element Modeling of Nailed Connections in Wood
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Wood Sci., Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4 (corresponding author).
2. Professor Emeritus, Dept. of Wood Sci., Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000160
Reference16 articles.
1. Blaß H. J. and Görlacher R. (2004) “Compression perpendicular to the grain.” Proc. 8th World Conf. on Timber Engineering WCTE2004 Lahti Finland.
2. Finite element modeling for the mechanical behavior of dowel-type timber joints
3. Stresses Around Pin-Loaded Holes in Elastically Orthotropic or Isotropic Plates
4. Forest Products Laboratory (FPL). (1999). “Wood handbook-Wood as an engineering material.” General Technical Rep. No. FPL-GTR-113 Forest Products Laboratory Madison Wis.
5. Load-slip characteristics of nails;Foschi R. O.;Wood Sci.,1974
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