Experimental Investigation on the Mechanical Characteristics of a Novel Hybrid Densified Wood-Filled Aluminum Tube Dowel for Timber Connections
Author:
Affiliation:
1. Civil and Water Engineering Department, Laval University, Québec, QC G1V 0A6, Canada
2. Aluminum Research Centre-REGAL, Laval University, Québec, QC G1V 0A6, Canada
Publisher
MDPI
Link
https://www.mdpi.com/2673-4591/43/1/44/pdf
Reference41 articles.
1. An experimental comparison of strengthening solutions for dowel-type wood connections;Santos;Constr. Build. Mater.,2013
2. A new approach to model nailed and screwed timber joints using the finite element method;Meghlat;Constr. Build. Mater.,2013
3. Oudjene, M., and Khelifa, M. (2010, January 20–24). Experimental and numerical analyses of single double shear dowel-type timber joints. Proceedings of the 11th World Conference on Timber Engineering, Trentino, Italy.
4. Hollow steel dowels—A new application in semi-rigid timber connections;Guan;Eng. Struct.,2001
5. Strength of timber connections under potential failure modes: An improved design procedure;Zarnani;Constr. Build. Mater.,2014
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