Nonlinear dynamic modelling and free vibration for a tapered cantilever beam based on hyper-geometric function and Meijer-G function

BO Zhe,GE Gen

Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (23) : 77-83.

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PDF(1353 KB)
Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (23) : 77-83.

Nonlinear dynamic modelling and free vibration for a tapered cantilever beam based on hyper-geometric function and Meijer-G function

  • BO Zhe,GE Gen
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Abstract

Here, a tapered cantilever beam’s nonlinear vibration was studied theoretically.The beam’s modal function was based on the hyper-geometric function and Meijer-G one without needing perturbation and approximation.Kane’s equation was used to establish the beam’s vibration equation with geometric and inertial nonlinearities.The calculation results for various coefficients of this equation were the same as those obtained with other modeling methods in literature and their expressions were more concise.The beam’s fundamental natural frequency gained with the proposed method was compared with that obtained with the FE one, Rayleigh-Ritz one and other ones, and it has a very good accuracy.Under strong nonlinear vibration cases, the system’s amplitude-frequency response relation was obtained with the variational method and the energy balance one, the results calculated using this relation are more accurate than those gained with the multi-scale method under the condition of large amplitude.Furthermore, the energy balance method was improved, and the results obtained with the improved one are closer to numerical solution.Finally, the effective nonlinearity coefficients were calculated to judge the system characteristics becoming hard or soft.

Key words

tapered cantilever beam / hyper-geometric function / strong nonlinearity / energy balance method

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BO Zhe,GE Gen. Nonlinear dynamic modelling and free vibration for a tapered cantilever beam based on hyper-geometric function and Meijer-G function[J]. Journal of Vibration and Shock, 2019, 38(23): 77-83

References

[1]王姣姣,曹东兴,姚明辉,等.变截面压电悬臂梁俘能器的动力学研究[C]. 北京力学会第24届学术年会.2018, 189-194.
WANG J J, CAO D X, YAO M H,et.al. Dynamics of a piezoelectric cantilever harvester with variable cross-section[C]. The 24th annual academic conference of the Beijing Mechanical Association. 2018,189-194.
[2]Chang W J, Chu S S, Chang W J, et al.Analytical solution of flexural vibration responses on taped [2]atomic force microscope cantilevers[J].Physics Letters A, 2003, 309(1):133-137.
[3]崔  灿, 蒋  晗, 李映辉,等.变截面粱横向振动特性半解析法[J].振动与冲击, 2012, 31(14):85-88.
CUI C, JIANG H, LI Y H,et al. Semi-analytical method for calculating vibration characteristic of variable cross-section beam [J].Journal of vibration and shock, 2012,31(14):85-88.
[4]马艳龙,李映辉.求解变截面梁振动特性的假设模态法[J].重庆理工大学学报(自然科学),2015,29(04):37-39+52.
MA Y L, LI Y H. Assumed mode method for vibration of a variable cross-section beam with lump mass[J].Journal of Chong Qing University of Technology (Natural Science) , 2015,29(04) :37-39+52.
[5]Yu Y, Zhang H, Sun Y, et al. Predicting dynamic response of large amplitude free vibrations of cantilever tapered beams on a nonlinear elastic foundation[J]. Archive of Applied Mechanics, 2017, 87(4):751-765.
[6]Gabbay L D, Senturia S D. Computer-aided generation of nonlinear reduced-order dynamic macromodels. II. Stress-stiffened case[J]. Journal of Microelectromechanical Systems, 2000, 9(2):270-278.
[7]Hammad B K, Abdel-Rahman E M, Nayfeh A H. Modeling and analysis of electrostatic MEMS filters[J]. Nonlinear Dynamics, 2010, 60(3):385-401.
[8]Taha M H, Abohadima S. Mathematical model for vibrations of non-uniform flexural beams[J]. Eng Mech, 2008, 15(1):3-11.
[9]Wang C Y, Wang C M. Exact Vibration Solutions for a Class of Nonuniform Beams[J]. Journal of Engineering Mechanics, 2013, 139(7):928-931.
[10]Raj A, Sujith R I. Closed-form solutions for the free longitudinal vibration of inhomogeneous rods[J]. Journal of Sound & Vibration, 2005, 283(3–5):1015-1030.
[11]Wang H C. Generalized Hypergeometric Function Solutions on the Transverse Vibration of a Class of Nonuniform Beams[J]. Journal of Applied Mechanics, 1967, 34(3).
 [12]Beigelbeck R, Stifter M, Schneider M, et al. Rigorous analytical analysis of resonant Euler-Bernoulli beams with constant thickness and polynomial width[C]// Ultrasonics Symposium. IEEE, 2014:2095-2099.
[13]Silva C J, Daqaq M F. Nonlinear flexural response of a slender cantilever beam of constant thickness and linearly-varying width to a primary resonance excitation[J]. Journal of Sound & Vibration, 2017, 389:438-453.
[14]Silva C J, Daqaq M F. On estimating the effective nonlinearity of structural modes using approximate modal shapes[J]. Journal of Vibration & Control, 2014, 20(11):1751-1764.
[15]Mahmoodi S N, Jalili N, Daqaq M F, et al. Modeling, Nonlinear Dynamics, and Identification of a Piezoelectrically Actuated Microcantilever Sensor[J]. IEEE/ASME Transactions on Mechatronics, 2008, 13(1):58-65.
[16]He J H. Variational approach for nonlinear oscillators[J]. Chaos Solitons & Fractals, 2007, 34(5):1430-1439.
[17 ]He J H. Preliminary report on the energy balance for nonlinear oscillations[J]. Mechanics Research Communications, 2002, 29(2–3):107-111.
[18]Nayfeh A H, Pai P F. Linear and Nonlinear Structural Mechanics[M]. Wiley, 2004.
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