Sourcing quality timber supplies

Author: Stansfield, Kathy

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Sourcing quality timber supplies


The Structural Engineer
Sourcing quality timber supplies
Date published

N/A

Author

Stansfield, Kathy

Price

Standard: £9 + VAT
Members/Subscribers: Free

First published

N/A

Buy Now
Author

Stansfield, Kathy

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 17

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Experimental performance of mortice and tenon connections in green oak

Experimental performance of mortice and tenon connections in green oak

The most common connection in historic green oak framing vernacular architecture is the all-timber pegged mortice and tenon joint. This paper outlines a series of tests completed to investigate the pull-out, bending and shear behaviour of the mortice and tenon joint. Initially strength and stiffness characteristics of different peg types subject to pull-out (joint tension) loading and the effect of fit tolerance on pull-out performance of mortice and tenon joints are reported. Thereafter joint moment resistance and shear capacity tests are reported and links between the pull-out performance and rotational stiffness discussed. Finally, a series of braced sub-frame tests are reported, to which upperbound plasticity theory is successfully applied to predict collapse load. J. D. Shanks, MEng, AMIAgrE Dept of Architecture & Civil Engineering, University of Bath P. Walker, BSc, PhD, MIEAust, CPEng Dept of Architecture & Civil Engineering, University of Bath

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