Performance of strength grading methods based on fibre orientation and axial resonance frequency applied to Norway spruce (Picea abies L.), Douglas fir (Pseudotsuga menziesii (Mirb.) Franco) and European oak (Quercus petraea (Matt.) Liebl./Quercus robur L.)

Author:

Olsson Anders,Pot GuillaumeORCID,Viguier Joffrey,Faydi Younes,Oscarsson Jan

Funder

Agence Nationale de la Recherche

Région Bourgogne Franche-Comté

Association Instituts Carnot

Publisher

Springer Science and Business Media LLC

Subject

Ecology,Forestry

Reference46 articles.

1. ALSC (2014) List of approved machines. American Lumber Standard Committee, Germantown http://www.alsc.org/untreated_machinegraded_mod.htm . Accessed 14 March 2018

2. Bechtel FK (1985) Beam stiffness as a function of point-wise E, with application to machine stress rating. In: Proceedings of International Symposium on Forest Products Research, CSIR, Pretoria, South Africa. p 22–26

3. Blass HJ, Gard W (1994) Machine strength grading of timber. In: Proceedings of the Pacific Timber Engineering Conference, Gold Coast, Australia, 11˗15 July 1994

4. Boughton G (1994) Superior sorting of timber using localized stiffness on edge. In: Proceedings of the Pacific Timber Engineering Conference, Gold Coast, Australia, 11–15 July 1994

5. Brancheriau L, Paradis S, Baillères H (2007) Bing: beam identification by non-destructive grading (Cirad). http://ur-biowooeb.cirad.fr/en/products/bing/what-is-it . Accessed 6 September 2018. https://doi.org/10.18167/62696E67

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