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Strength and stiffness of all-timber pegged connections
Citation
Shanks, JD and Walker, P, Strength and stiffness of all-timber pegged connections, Journal of Materials in Civil Engineering, 21, (1) pp. 10-18. ISSN 0899-1561 (2009) [Refereed Article]
Copyright Statement
Copyright 2009 American Society of Civil Engineers
DOI: doi:10.1061/(ASCE)0899-1561(2009)21:1(10)
Abstract
Traditional green oak timber construction, in which frames are connected with the all-timber pegged mortice and tenon joint,
is enjoying a revival in the United Kingdom and the United States. However, innovation in design and construction is restricted by a lack
of design guidelines or methods for the strength and stiffness analysis of traditional carpentry connections and frames. This paper presents
the development of models to predict the stiffness and strength of all-timber pegged mortice and tenon connections as used in traditional
green oak carpentry in the United Kingdom. Models developed based upon experimental observations and finite-element modeling are
shown to provide simple and effective methods of predicting pegged connection strength and stiffness based upon an energy approach and
a four-point beam bending analogy respectively.
Item Details
| Item Type: | Refereed Article |
|---|---|
| Keywords: | timber, pegs, dowels, carpentry, stiffness, connections, wood structures, framing |
| Research Division: | Engineering |
| Research Group: | Engineering practice and education |
| Research Field: | Engineering design |
| Objective Division: | Construction |
| Objective Group: | Construction materials performance and processes |
| Objective Field: | Timber materials |
| UTAS Author: | Shanks, JD (Dr Jon Shanks) |
| ID Code: | 90547 |
| Year Published: | 2009 |
| Web of Science® Times Cited: | 17 |
| Deposited By: | Architecture |
| Deposited On: | 2014-04-10 |
| Last Modified: | 2015-02-20 |
| Downloads: | 0 |
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