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木质复合板弯曲、剪切弹性模量动态测试
引用本文:周海宾,任海青,费本华,江泽慧.木质复合板弯曲、剪切弹性模量动态测试[J].建筑材料学报,2007,10(5):561-565.
作者姓名:周海宾  任海青  费本华  江泽慧
作者单位:中国林业科学研究院,木材工业研究所,北京,100091
基金项目:国家林业局引进国际先进农业科学技术(948)项目
摘    要:引入了一种横向振动测试方法——扭弯法,并利用扭弯法动态测试了定向刨花板的弯曲、剪切弹性模量.结果发现,在不同跨度下动、静态弯曲弹性模量和剪切弹性模量的回归方程相关系数均在0.9左右,说明扭弯法可以对木质复合板的弯曲弹性模量和剪切弹性模量进行预测评价;进一步研究了影响该动态测试的因素,建议动态测试时单位面积夹紧力压力在200 kPa左右、测试跨度为610 mm以上,且两宽度边分别测试.

关 键 词:木结构  弯曲弹性模量  剪切弹性模量  动态测试
文章编号:1007-9629(2007)05-0561-05
收稿时间:2006-12-06
修稿时间:2007-06-01

Dynamical Test on Flexural and Shear Modulus of Composite Wood Panels
ZHOU Hai-bin,REN Hai-qing,FEI Ben-hu,JIANG Ze-hui.Dynamical Test on Flexural and Shear Modulus of Composite Wood Panels[J].Journal of Building Materials,2007,10(5):561-565.
Authors:ZHOU Hai-bin  REN Hai-qing  FEI Ben-hu  JIANG Ze-hui
Affiliation:Research Institute of Wood Industry, Chinese Academy of Forestry, Beijing 100091, China
Abstract:To get a fast and accurate estimate of flexural and shear modulus of wood based composite panel a torsional-bending vibration method based on transversal vibration was employed.The method was used for testing the flexural and shear modulus of oriental strand board(OSB).Results show that the correlation coefficient of estimating equations is about 0.9 and that the method can be used to estimate the flexural and shear modulus of wood based composite panel.The factors influencing the dynamical test were also studied.It is suggested that in the dynamical test the unit area pressure of clamping be about 200 kPa,test span be above 610 mm and two tests need to be conducted respectively at two width sides.
Keywords:wood structure  flexural modulus  shear modulus  dynamical test
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