Effect of the specimen configuration on the accuracy in measuring the shear modulus of western hemlock by torsional vibration test
Author:
Publisher
Springer Science and Business Media LLC
Subject
Industrial and Manufacturing Engineering,Plant Science,General Materials Science,Forestry
Link
https://link.springer.com/content/pdf/10.1007/s00226-020-01234-w.pdf
Reference30 articles.
1. Becker HF (1973) Messung der Schubmoduln von Vollholz mit akustischen Torsionssshwingungen (Measuring the moduli of rigidity of solid wood by torsional vibration tests). Holz Roh-Werkst 31:207–210 (in German)
2. Brancheriau L, Baillerres H (2002) Natural vibration analysis of clear wooden beams: a theoretical review. Wood Sci Technol 36:347–365
3. Cavalli A, Marcon B, Cibecchini D, Mazzanti P, Fioravanti M, Procino L, Togni M (2017) Dynamic excitation and FE analysis to assess the shear modulus of structural timber. Mater Struct 50:130
4. Divos F, Denes L, Iñigues G (2005) Effect of cross-sectional change of a board specimen on stress wave velocity determination. Holzforschung 59:230–231
5. Divós F, Tanaka T, Nagao H, Kato H (1998) Determination of shear modulus on construction size timber. Wood Sci Technol 32:393–402
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