Dr Aamir Khokhar A.Khokhar@napier.ac.uk
Lecturer
Dr Aamir Khokhar A.Khokhar@napier.ac.uk
Lecturer
Prof Johnson Zhang j.zhang@napier.ac.uk
Professor
Dr Dan Ridley-Ellis D.Ridley-Ellis@napier.ac.uk
Associate Professor
Jos� Ant�nio Santos
Editor
This paper presents an experimental investigation in which the torsion testing approach was employed to evaluate the shear strength of Sitka spruce and Norway spruce joists. Rectangular
structural size specimens of lengths ranging from 1.0 m to 3.6 m were tested using a 1 kN-m torsion testing machine. In order to determine the shear strength, specimens were tested until they either fractured, or exhibited pseudo-plastic behaviour under applied torque. The failure modes and the
correlation of shear strength and torsional shear modulus were also studied.
In current testing standards, the measurement of shear strength for wood is mainly based on testing small clear samples and on bending tests of full-size structural lumber. Tests on shear blocks do not account the influences of wood defects and therefore the test procedure underestimates the
heterogeneous nature of wood. In the bending test practice, the interaction of axial bending stresses and loading embedment with shear stress means it is impossible to obtain a state of pure shear.
By overcoming these problems using torsional loading, it was found that the characteristic shear strength of the wood in the tested joists was 166% to 200% higher than the published design values in EN 338 and the mean strength was 8% to 13% higher then the shear block based published values
in the USDA Wood Handbook.
The test joists fractured mostly at the middle with cracks propagating towards either the supports or to the top or bottom surfaces. However, combined tension shear and crushing failure modes were sometimes observed at supports. A correlation (R2 = 0.40) was found between the shear strength
and the shear modulus obtained from torsion tests. However, it appeared from this study that knots do not have substantial influence on the shear strength.
Khokhar, A. M., Zhang, H., & Ridley-Ellis, D. (2009, October). Determination of shear strength of timber joists by torsion testing
Start Date | Oct 22, 2009 |
---|---|
End Date | Oct 23, 2009 |
Publication Date | 2009-10 |
Deposit Date | May 25, 2015 |
Publicly Available Date | May 25, 2015 |
Peer Reviewed | Not Peer Reviewed |
Book Title | Proceedings of COST E53 conference "Economic and Technical aspects of quality control for wood and wood products". |
ISBN | 978-989-96428-1-2 |
Keywords | Torsion testing; strength; Sitka spruce; Norway spruce; joists; |
Public URL | http://researchrepository.napier.ac.uk/id/eprint/8239 |
Contract Date | May 25, 2015 |
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Determining the Shear Modulus of Sitka Spruce from Torsion Tests
(2008)
Journal Article
The shear strength and failure modes of timber joists obtained from the torsion test method.
(2010)
Presentation / Conference Contribution
Random acts of elasticity: MoE, G and EN408.
(2009)
Presentation / Conference Contribution
Determining the Shear Modulus of Sitka Spruce from Torsion Tests
(2008)
Presentation / Conference Contribution
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