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Application of modal analysis by transfer function to nondestructive testing of wood II: modulus of elasticity evaluation of sections of differing quality in a wooden beam by the curvature of the flexural vibration wave
Authors:X?Yang  T?Amano  Email author" target="_blank">Y?IshimaruEmail author  I?Iida
Institution:(1) Laboratory of Wood Technology, Faculty of Agriculture, Kyoto Prefectural University, Kyoto 606-8522, Japan Tel. +81-75-703-5639; Fax +81-75-703-5639 e-mail: a9730706@kpu.ac.jp, JP
Abstract: The shape of the flexural vibration wave of wooden beams at the first mode was detected using the transfer function. The dynamic modulus of elasticity (MOE) of beam sections of differing quality was estimated from the ratio of the curvature of the wave shape in this section to that of a clear beam. The results were as follows: (1) If a section with a lower dynamic MOE was introduced into a clear wooden beam, the curvature of the wave shape in that section became higher. (2) The ratio of the MOE and the reciprocal of the curvature ratio were highly correlated. (3) The MOE of a defect could be estimated, and the position of the defect could be determined accurately by examining the curvature of the flexural vibration wave shapes. Received: March 22, 2002 / Accepted: May 15, 2002 Part of this report was presented at the 50th Annual Meeting of the Japan Wood Research Society, Kyoto, April 2000. This article is translated from the Japanese version, which was published in Mokuzai Gakkaishi 47(5), 2001 Correspondence to:Y. Ishimaru
Keywords:  Nondestructive testing  Modal analysis  Flexural vibration  Modulus of elasticity  Transfer function
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