Determining Modulus of Elasticity of Structural Lumber with Vibration Methods

被引:0
|
作者
Zhang Houjiang [1 ]
Cui Yingying [1 ]
Wang Chaozhi [1 ]
Su Juan [1 ]
机构
[1] Beijing Forestry Univ, Sch Technol, Beijing 100083, Peoples R China
来源
PROGRESS OF MACHINING TECHNOLOGY | 2009年 / 407-408卷
关键词
Modulus of elasticity (MOE); Structural lumber; Transverse vibration; Simply supported beam;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In order to study fundamental methods for determining modulus of elasticity (MOE) of structural lumber with vibration methods, the theoretical basis of the measurement is introduced and a hanging style testing system, which consists of an impulse hammer, accelerometer, computer, etc., is built up. It is found that transverse vibration method can determine resonant frequencies of structural lumber specimens effectively. On the specimen, the distance between impact point and detection point should be as far as possible, i.e. the two points should be situated near the two ends of the specimen. The test results are not influenced by using different supports-springs or soft strings. Compared with modulus of elasticity values derived by traditional bending methods, the modulus of elasticity obtained by the transverse vibration method are larger. Also, the both have a very good correlation. Therefore, the vibration testing method can be used to determine lumber MOE. Finally, in order for research results to be truly applied to practices, a portable lumber MOE testing equipment based on simply supported beam vibration was developed. This equipment is suitable for determining dynamic MOE and, consequently, for stress grading structural lumber.
引用
收藏
页码:521 / 527
页数:7
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