Strength of timber connections under potential failure modes: An improved design procedure
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference25 articles.
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2. Analysis and design of griplam nailed connections;Foschi;J Struct Div ASCE,1975
3. Splitting of timber beams loaded perpendicular to grain by connections – combined effect of edge and end distance;Jensen;Constr Build Mater,2012
4. Johnsson H. Plug shear failure in nailed timber connections. Doctoral dissertation, Department of Civil and Environmental Engineering, Lulea University of Technology, Sweden; 2004.
5. On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain;Quenneville;Can J Civ Eng,2000
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4. Experimental Investigation on the Mechanical Characteristics of a Novel Hybrid Densified Wood-Filled Aluminum Tube Dowel for Timber Connections;The 15th International Aluminium Conference;2023-10-04
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