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Modelling mechanical properties of spruce and Douglas fir timber by means of X-ray and grain angle measurements for strength grading purpose

Article dans une revue avec comité de lecture
Author
BOURREAU, Damien
BOCQUET, Jean-François
BLERON, Laurent
LANVIN, Jean-Denis
496253 Institut Technologique Forêt Cellulose Bois-construction Ameublement [FCBA]
ccPOT, Guillaume
127742 Laboratoire Bourguignon des Matériaux et Procédés [LABOMAP]
ccVIGUIER, Joffrey
144622 Laboratoire d'Etudes et de Recherche sur le Matériau Bois [LERMAB]

URI
http://hdl.handle.net/10985/11794
DOI
10.1007/s00107-016-1149-4
Date
2017
Journal
European Journal of Wood and Wood Products

Abstract

This study proposes a model using data from a scanner (X-ray and grain angle measurements) to perform strength grading. The research also includes global measurements of modulus of elasticity (obtained by vibrations and ultrasound methods), static bending stiffness and bending strength of 805 boards of Douglas fir and 437 boards of spruce. This model can be used in an industrial context since it requires low computational time. The results of this study show that the developed model gives better results than the global non-destructive measurements of the elastic modulus commonly used in the industry. It also shows that this improvement is particularly higher in the case of Douglas fir than for spruce. The comparison has been made on both the quality of the mechanical properties assessment and on the improvement of the grading process according to the European standards by using different index.

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