Developing rational design guidelines for traditional joints in oak frame construction
Funding Body: EPSRC Case studentship Principal Investigator: Peter Walker Researcher: Jon Shanks Industry Partner: Buro Happold Dates: 2002 - 2005Abstract
This project completed an experimental and analytical study of mortice and tenon joints in green oak traditional carpentry. Simple mortice and tenon joints were subject to tension (pull-out), bending and shear loadings. A model to predict the pull-out capacity of the joints was developed and applied to further predict raking capacity of simple green oak frames.
Publications:
Hill T, Shanks J, Stott J, Walker P. (2007, February). Testing and analysis of a traditional oak frame. . ICE Proceedings Structures & Buildings. SB1 (160). pp. 23-29. London: Thomas Telford.
Shanks JD, Walker P. (2006, September). Lateral strength of green oak frames: physical testing and modelling. The Structural Engineer. 84 (17). pp. 34-38. London: Institution of Structural Engineers.
Shanks JD, Walker P. (2005, September). Experimental performance of mortice and tenon connections in green oak. The Structural Engineer. 83 (17). pp. 40-45. London: IStructE.
Tension test on mortice and tenon joint

