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Development of All-Wood Connections with Plywood Flitch Plate and Oak Pegs

Citation

Chang, WS and Thomson, A and Harris, R and Walker, P and Shanks, J, Development of All-Wood Connections with Plywood Flitch Plate and Oak Pegs, Advances in Structural Engineering, 14, (2) pp. 123-131. ISSN 1369-4332 (2011) [Refereed Article]


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Copyright Statement

Copyright 2011 Multi-Science Publishing

DOI: doi:10.1260/1369-4332.14.2.123

Abstract

This paper proposes a new method for beam-beam connections, which include plywood as slot-in plates connected by oak pegs. A total of 96 specimens were fabricated for tests to explore the minimum required end distances and spacing between pegs parallel to the grain. A new failure mode, termed shear wedge that is different from those found in previous research, was found. A spring model was also proposed in this study to investigate the stiffness of the connections, and feasibility of EC5 to be applied on the new proposed connections was also examined. The effective number was discussed in this study and modified in accordance to the experimental results. The result of this study shows the new connections proposed do not lead to brittle failure unless failure in plywood occurred.

Item Details

Item Type:Refereed Article
Keywords:dowel-type connections, timber structures, timber connections, oak pegs
Research Division:Engineering
Research Group:Materials Engineering
Research Field:Timber, Pulp and Paper
Objective Division:Manufacturing
Objective Group:Wood, Wood Products and Paper
Objective Field:Wood Sawing and Veneer
Author:Shanks, J (Dr Jon Shanks)
ID Code:77845
Year Published:2011
Web of Science® Times Cited:6
Deposited By:Engineering
Deposited On:2012-06-01
Last Modified:2015-01-29
Downloads:0

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