Development of all-wood connections with plywood flitch plate and oak pegs

Wen-Shao Chang, Andrew Thomson, Richard Harris, Peter Walker, Jonathan Shanks

Research output: Contribution to journalArticle

9 Citations (Scopus)
61 Downloads (Pure)

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.
Original languageEnglish
Pages (from-to)123-132
Number of pages10
JournalAdvances in Structural Engineering
Volume14
Issue number2
DOIs
Publication statusPublished - Apr 2011

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Plywood
Wood
Failure modes
Stiffness

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Development of all-wood connections with plywood flitch plate and oak pegs. / Chang, Wen-Shao; Thomson, Andrew; Harris, Richard; Walker, Peter; Shanks, Jonathan.

In: Advances in Structural Engineering, Vol. 14, No. 2, 04.2011, p. 123-132.

Research output: Contribution to journalArticle

Chang, Wen-Shao ; Thomson, Andrew ; Harris, Richard ; Walker, Peter ; Shanks, Jonathan. / Development of all-wood connections with plywood flitch plate and oak pegs. In: Advances in Structural Engineering. 2011 ; Vol. 14, No. 2. pp. 123-132.
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