Theoretical and experimental study on free vibration of cantilever tapered beam base on new modal function

被引:0
|
作者
Zhou K.-T. [1 ,2 ]
Yang T. [1 ]
Ge G. [1 ]
机构
[1] School of Mechanical Engineering, Tianjin Polytechnic University, Tianjin
[2] Engineering Training Center, Tianjin University of Technology, Tianjin
来源
Yang, Tao (yangtao@tjpu.edu.cn) | 1600年 / Tsinghua University卷 / 37期
关键词
Energy balance method; Modal function; Mode experiment; Nonlinearity; Tapered cantilever beam;
D O I
10.6052/j.issn.1000-4750.2019.05.0260
中图分类号
学科分类号
摘要
A new type of modal function which is a linear combination of hypergeometric and Meijer-G functions is proposed for tapered cantilever beam vibration analysis. This modal function has advantages of real coefficients, accuracy and non-approximation. Two steps are carried out to verify the effectiveness and accuracy of this modal function. In the first step, the fundamental frequency as well as the shape of the modal function is validated. In the second step, the modal function is used to perform nonlinear vibration analysis, and its effectiveness is investigated. A comparison is made among the theoretical prediction, finite element method, finite element semi-analytical method and the experimental results, which demonstrates the accuracy of the calculated frequency and the modal shape, respectively. Subsequently, substituting the modal function into the governing equation of the vibrating tapered cantilever after the Galerkin procedure, the curvature nonlinear coefficient and the inertia nonlinear coefficient are obtained. The frequency-amplitude relationship is deduced by the energy balance method which has been examined by the experiment. The results show that the displacement-time relationship of a selected point on the beam which is detected by a laser sensor perfectively coincides with the theoretical prediction which is given by the modal function and the frequency-amplitude relationship. The results show the effectiveness of the presented method in predicting the deformation of the tapered cantilever during nonlinear vibration. © 2020, Engineering Mechanics Press. All right reserved.
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页码:28 / 35
页数:7
相关论文
共 17 条
  • [1] Younis M.I., Abdel-Rahman E.M., Nayfeh A.H., A reduced-order model for electrically actuated microbeam based mems, Journal of Microelectromechanical Systems, 12, 5, pp. 672-680, (2003)
  • [2] Younis M.I., Nayfeh A.H., A study of the nonlinear response of a resonant microbeam to an electric actuation, Nonlinear Dynamics, 31, 1, pp. 91-117, (2003)
  • [3] Mann B.P., Sims N.D., Energy harvesting from the nonlinear oscillations of magnetic levitation, Journal of Sound and Vibration, 319, 1-2, pp. 515-530, (2008)
  • [4] Naguleswaran S., Vibration of an Euler-Bernoulli beam of constant depth and with linearly varying breadth, Journal of Sound and Vibration, 153, 3, pp. 509-522, (1992)
  • [5] Yang X., Xu X., The free vibration analysis of a beam partly immersed in a fluid on coupled elastic foundation, Engineering Mechanics, 26, 7, pp. 60-65, (2009)
  • [6] Cui C., Jiang H., Li Y., Semi-analytical method for calculating vibration characteristic of variable cross-section beam, Journal of Vibration and Shock, 31, 14, pp. 85-88, (2012)
  • [7] Lenci S., Clementi F., Mazzilli C.E.N., Simple formulas for the natural frequencies of non-uniform cables and beams, International Journal of Mechanical Sciences, 77, pp. 155-163, (2013)
  • [8] Yan W., Shi L., He H., Et al., Analytic solution of dynamic characteristics of non-uniform elastically supported beam with arbitrary added masses, Engineering Mechanics, 33, 1, pp. 47-57, (2009)
  • [9] Hammad B.K., Abdel-Rahman E.M., Nayfeh A.H., Modeling and analysis of electrostatic MEMS filters, Nonlinear Dynamics, 60, 3, pp. 385-401, (2010)
  • [10] Ma Y., Li Y., Assumed mode method for vibration of a variable cross-section beam with lump mass, Journal of Chong Qing University of Technology (Natural Science), 29, 4, pp. 37-39, (2015)