Dynamic modulus of elasticity in flexural vibration tests of Pinus sylvestris sawn timber obtained with fundamental resonant frequency and overtones
Author:
Affiliation:
1. Department of Agricultural and Forest Engineering , University of Lleida , Av. Rovira Roure, 191, 25198 , Lleida , Spain
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Biomaterials
Link
https://www.degruyter.com/document/doi/10.1515/hf-2021-0190/pdf
Reference35 articles.
1. Arriaga, F., Iniguez-Gonzalez, G., Esteban, M., and Divos, F. (2012). Vibration method for grading of large cross-section coniferous timber species. Holzforschung 66: 381–387, https://doi.org/10.1515/hf.2011.167.
2. Arriaga, F., Monton, J., Segues, E., and Iniguez-Gonzalez, G. (2014). Determination of the mechanical properties of radiata pine timber by means of longitudinal and transverse vibration methods. Holzforschung 68: 299–305, https://doi.org/10.1515/hf-2013-0087.
3. ASTM Standard (2015). E1876-15. Standard test method for dynamic Young’s Modulus, Shear Modulus, and Poisson’s ratio by impulse excitation of vibration. West Conshohocken, PA: ASTM.
4. Audacity Team (2015). Audacity®. Version 2.1.12. Audio editor and recorder. Available at: http://audacityteam.org/.
5. Brancheriau, L. (2006). Influence of cross section dimensions on Timoshenko’s shear factor – application to wooden beams in free-free flexural vibration. Ann. For. Sci. 63: 319–321, https://doi.org/10.1051/forest:2006011.
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