Variation of transverse and shear stiffness properties of wood in a tree
Variation of transverse and shear stiffness properties of wood in a tree
In this work, the application of the unnotched Iosipescu test for the evaluation of the radial variability of longitudinal–radial stiffness parameters of maritime pine wood was investigated. Rectangular specimens with grain at 45° were tested using the Iosipescu fixture. For this configuration both the transverse (Q22) and the shear (Q66) stiffness parameters can be simultaneously identified by the virtual fields method. Displacement fields were measured by the grid method. The strain fields were reconstructed from the raw displacement fields using a polynomial approximation scheme. For the tested wood material, it was found that both parameters decrease from the centre to about the middle radius of the stem and increase afterwards to the outermost positions. Moreover, a relatively good correlation was obtained between the patterns of radial variability of Q22 and Q66.
wood, mechanical properties, mechanical testing
1953-1960
Xavier, J.
0a26fdaa-13da-493e-9cfd-f927bc435ea3
Avril, S.
6c8490e9-2ae9-41c3-9bf8-bfbb3836c097
Pierron, F.
a1fb4a70-6f34-4625-bc23-fcb6996b79b4
Morais, J.
661520ed-6676-4116-b448-7a74116bad44
December 2009
Xavier, J.
0a26fdaa-13da-493e-9cfd-f927bc435ea3
Avril, S.
6c8490e9-2ae9-41c3-9bf8-bfbb3836c097
Pierron, F.
a1fb4a70-6f34-4625-bc23-fcb6996b79b4
Morais, J.
661520ed-6676-4116-b448-7a74116bad44
Xavier, J., Avril, S., Pierron, F. and Morais, J.
(2009)
Variation of transverse and shear stiffness properties of wood in a tree.
[in special issue: Comp Test 2008]
Composites Part A: Applied Science and Manufacturing, 40 (12), .
(doi:10.1016/j.compositesa.2009.09.023).
Abstract
In this work, the application of the unnotched Iosipescu test for the evaluation of the radial variability of longitudinal–radial stiffness parameters of maritime pine wood was investigated. Rectangular specimens with grain at 45° were tested using the Iosipescu fixture. For this configuration both the transverse (Q22) and the shear (Q66) stiffness parameters can be simultaneously identified by the virtual fields method. Displacement fields were measured by the grid method. The strain fields were reconstructed from the raw displacement fields using a polynomial approximation scheme. For the tested wood material, it was found that both parameters decrease from the centre to about the middle radius of the stem and increase afterwards to the outermost positions. Moreover, a relatively good correlation was obtained between the patterns of radial variability of Q22 and Q66.
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e-pub ahead of print date: October 2009
Published date: December 2009
Keywords:
wood, mechanical properties, mechanical testing
Organisations:
Engineering Mats & Surface Engineerg Gp
Identifiers
Local EPrints ID: 210609
URI: http://eprints.soton.ac.uk/id/eprint/210609
ISSN: 1359-835X
PURE UUID: a0a01726-3708-4dd1-b139-8bc41080089b
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Date deposited: 13 Feb 2012 13:42
Last modified: 15 Mar 2024 03:35
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Author:
J. Xavier
Author:
S. Avril
Author:
J. Morais
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