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林业科学 ›› 2016, Vol. 52 ›› Issue (8): 104-114.doi: 10.11707/j.1001-7488.20160813

• 论文与研究报告 • 上一篇    下一篇

动态测定木材泊松比μLT,μLRμRT的电测法

王正, 高子震, 王韵璐, 曹瑜   

  1. 南京林业大学材料科学与工程学院 南京 210037
  • 收稿日期:2015-10-30 修回日期:2016-01-16 出版日期:2016-08-25 发布日期:2016-09-19
  • 基金资助:
    2015年江苏省苏北科技专项(富民强县)项目(BN2015143);江苏省高校优势学科建设工程项目(PAPD)。

Dynamic Measuring Poisson’s Ratio μLT,μLR and μRTof Lumbers by Electrical Method

Wang Zheng, Gao Zizhen, Wang Yunlu, Cao Yu   

  1. College of Materials Science and Engineering, Nanjing Forestry University Nanjing 210037
  • Received:2015-10-30 Revised:2016-01-16 Online:2016-08-25 Published:2016-09-19

摘要: [目的]给出动态测试木材泊松比的理论依据,提出一种简单易行且能提高测试精度的动态测试木材泊松比μLTμLRμRT的方法。[方法]从木材的应力-应变关系(胡克定律)和悬臂板一阶弯曲模态的应力、应变分析2方面阐述动态测试木材泊松比的原理和方法。对轻木、云杉、欧洲赤松、白蜡木、山毛榉5个树种木材,将其长宽比为6,5,4,3的弦切面、径切面和横切面制成悬臂板试件,应用ANSYS程序shell63单元计算其在一阶弯曲模态下的应变和应力,并通过应力、应变分析及平面应力状态下的应力-应变关系得到动态测定木材泊松比的应变花粘贴位置;同时采用静态试验验证动态测试泊松比的正确性。[结果]悬臂木板作一阶弯曲振动时,板内横向应变εy与纵向应变εx之比随距其悬臂端距离的增加而上升;横向应力σy与纵向应力σx之比在整个板内都很小,随距悬臂端距离的增加从正值下降到负值,存在一个σy等于零的位置,在此位置上横向应变与纵向应变之比的绝对值不仅等于泊松比值,而且等于ANSYS计算时输入的泊松比值,以此确定动态测试木材泊松比的应变花粘贴位置。[结论]动态测定木材泊松比μLTμLRμRT的十字应变花粘贴位置取决于悬臂板内横向应力σy等于零的位置。对于弦切面的悬臂板,十字应变花粘贴位置与板宽长比和板材密度有关;对于径切面和横切面的悬臂板,其十字应变花粘贴位置仅与板长宽比有关;瞬态激励测量应变花的横向应变和纵向应变频谱,一阶弯曲频率的横向应变与纵向应变的线性谱幅值之比得到泊松比的动态测量值;虽然木材的横向应力与纵向应力之比在其整个悬臂板内都很小,但因木材主向弹性模量相异很大,故在测试木材泊松比时不容忽视其横向应力σy与纵向应力σx的比值;动态测试木材泊松比方法的正确性得到轴向拉伸和四点弯曲等静态试验的验证,且木材泊松比动态测试值的分散性相对于静态测试值有所改善。

关键词: 悬臂板, 一阶弯曲模态, 应力, 应变, 泊松比

Abstract: [Objective] To explore the principle and methods for dynamic measurement of lumbers Poisson's ratio,the theoretical basis for the dynamic test of Poisson's ratio was given, and a simple and practical method to test the Poisson's ratio of wood was provided.[Method] In this paper, the principle and method of the dynamic measuring Poisson's ratio of wood were described by two aspects:the stress-strain physical relationship (Hooke's law) and the stress and strain analysis of the first-order cantilever bending mode. Five kinds of sawn timber including balsa (Ochroma lagopus), spruce (Picea asperata), scots pine (Pinus sylvestris), ash (Fraxinus chinensis) and beech (Fagus sylvatica). were selected. Cantilever boards were cut with aspect ratio of 6, 5, 4, 3 in tangential section, radial section and cross section. Then the ANSYS shell63 unit was applied to calculate the strain and stress under the first-order bending mode. Strain rosette paste position for dynamic measuring the Poisson's ratio of wood was determined by analysis of the stress-strain relationships. Finally, static tests were conducted to verify the correction of dynamic Poisson's ratio tests.[Result] When the cantilever board suffered first-order bending vibration, the ratio of the transverse strain εy and longitudinal strain εx was increased with the increasing distance between the loading point and the cantilever end. The ratio of the transverse stress σy and longitudinal stress σw was small in the whole board, and decreased from a positive value to negative value with the increase of the distance to the cantilever end. In the position of σy equal to zero, the absolute value of the ratio of transverse strain and longitudinal strain was not only equal to Poisson's ratio μLT, μLR and μRT was also equal to the ANSYS input Poisson's ratio. Therefore, the strain rosette paste position for dynamic testing the Poisson's ratio of wood could be determined.[Conclusion] The strain rosette paste position for dynamic testing the Poisson's ratio, and of wood was depended on the position where the transverse stress was equal to the zero. As for the cantilever board with tangential section, the strain rosette paste position was related to the density and the width-and-length ratio of board. With regard to the cantilever board with radial section and cross section, the strain rosette paste position was only depended on the length-and-width ratio of board. The lateral and longitudinal strain spectrum was measured by transient excitation, and the dynamic Poisson's ratio was determined by the ratio of transverse and longitudinal strain's linear spectral amplitude of the first-order bending frequency. The ratio of the transverse stress and longitudinal stress in the cantilever board were very small, the maximum ratio for beech was 0.043, and the maximum ratio for balsa wood, spruce, Scots pine and ash wood were all about 0.02. Therefore, the stress distribution in cantilever boards was different from the isotropic material such as low carbon steel and aluminum. However, due to the greatly different in wood orthotropic elastic modulus, the ratio of transverse stress σy and longitudinal stress σx should not be ignored when dynamic testing the Poisson's ratio of wood. The correction of the dynamic method was verified by the static axial tension test and four point bending test. Furthermore, the dispersion of the wood Poisson's ratio was improved by dynamic measurement compared with the static test.

Key words: the cantilever board, the first-order bending mode, stress, strain, Poisson's ratio

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