4.7 Article

Measurement of dynamic modulus of elasticity and damping ratio of wood-based composites using the cantilever beam vibration technique

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 28, 期 1, 页码 831-834

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2011.09.001

关键词

Material property databases; Non-destructive testing; Composites

资金

  1. Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD)

向作者/读者索取更多资源

The non-destructive testing technique has been widely used to determine the dynamic mechanical properties of wood and wood-based composites, such as dynamic modulus of elasticity (E-d) and damping ratio (zeta). The cantilever beam vibration method is a cost-efficient and time-saving technique that was employed in this study to measure Ed and values of three commercial wood-based composites, i.e. plywood (PLW), high density fiberboard (HDF), and oriented strand board (OSB). The E-d and zeta values were determined in light of the spectral analysis on the first natural frequency and the first and fifth amplitudes of vibration in the vertical direction, which was triggered by tapping one end of a specimen free of the support. To verify the values, the static bending tests were conducted. It was found that the E-d values of three kinds of wood composites tested were slightly higher than the static modulus of elasticity (E-5). There existed a good linear agreement between E-d and E-s. The zeta value of PLW was the largest among three composites, and the OSB showed the lowest zeta. (C) 2011 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据