On the analysis of nonlinear dynamic behavior of an isolation system with irrational restoring force and fractional damping

被引:9
作者
Dong, Y. Y. [1 ]
Han, Y. W. [2 ]
Zhang, Z. J. [1 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Sch Astronaut, Nanjing 210016, Jiangsu, Peoples R China
[2] Henan Univ Sci & Technol, Sch Civil Engn, Luoyang 471000, Peoples R China
关键词
VIBRATION ISOLATION SYSTEM; STIFFNESS;
D O I
10.1007/s00707-019-02425-8
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An archetypal isolation system with rational restoring force and fractional damping is proposed and investigated based on the nonlinear mechanism of geometric kinematics. The equations of motion of this nonlinear isolator subject to nonlinear damping and external excitation are derived based on the Lagrange equation. For the free vibration system, the nonlinear irrational restoring force, nonlinear stiffness behaviors, and fractional damping are investigated to show the complex transitions of multi-stability. For the forced vibration system, the analytical expressions of force transmissibility of the nonlinear isolator with single-well potential under the perturbation of viscous damping and harmonic forcing are formulated by applying the harmonic balance method. The shock response spectra of the perturbed system subject to half-sine input are evaluated by the maximum responses. The Melnikov analysis and empirical method are employed to determine the analytical criteria of chaotic thresholds for the homoclinic orbit of the perturbed system with symmetric double-well characteristics. The numerical simulations are carried out to demonstrate periodic solutions, periodic doubling bifurcation, and chaotic solutions. The maximum displacements have been obtained to show the isolation characteristics in the case of chaotic vibration.
引用
收藏
页码:2563 / 2579
页数:17
相关论文
共 29 条
[1]   ISOLATION OF SURFACE WAVE-INDUCED VIBRATION USING PERIODICALLY MODULATED PILES [J].
Chen, Yanyu ;
Wang, Lifeng .
INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2014, 6 (04)
[2]   Stochastic seismic analysis of structures with nonlinear viscous dampers [J].
Di Paola, M. ;
La Mendola, L. ;
Navarra, G. .
JOURNAL OF STRUCTURAL ENGINEERING, 2007, 133 (10) :1475-1478
[3]   Analytical and Experimental Investigation of Buckled Beams as Negative Stiffness Elements for Passive Vibration and Shock Isolation Systems [J].
Fulcher, Benjamin A. ;
Shahan, David W. ;
Haberman, Michael R. ;
Seepersad, Carolyn Conner ;
Wilson, Preston S. .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 2014, 136 (03)
[4]   Analysis and design of the force and displacement transmissibility of nonlinear viscous damper based vibration isolation systems [J].
Guo, P. F. ;
Lang, Z. Q. ;
Peng, Z. K. .
NONLINEAR DYNAMICS, 2012, 67 (04) :2671-2687
[5]  
Harris C. M., 2009, SHOCK VIBRATION HDB
[6]   Recent advances in nonlinear passive vibration isolators [J].
Ibrahim, R. A. .
JOURNAL OF SOUND AND VIBRATION, 2008, 314 (3-5) :371-452
[7]   Application of a Weakly Nonlinear Absorber to Suppress the Resonant Vibrations of a Forced Nonlinear Oscillator [J].
Ji, J. C. .
JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 2012, 134 (04)
[8]   Newton-harmonic balancing approach for accurate solutions to nonlinear cubic-quintic Duffing oscillators [J].
Lai, S. K. ;
Lim, C. W. ;
Wu, B. S. ;
Wang, C. ;
Zeng, Q. C. ;
He, X. F. .
APPLIED MATHEMATICAL MODELLING, 2009, 33 (02) :852-866
[9]   Theoretical study of the effects of nonlinear viscous damping on vibration isolation of sdof systems [J].
Lang, Z. Q. ;
Jing, X. J. ;
Billings, S. A. ;
Tomlinson, G. R. ;
Peng, Z. K. .
JOURNAL OF SOUND AND VIBRATION, 2009, 323 (1-2) :352-365
[10]   Modeling large amplitude vibration of matrix cracked hybrid laminated plates containing CNTR-FG layers [J].
Lei, Z. X. ;
Zhang, L. W. ;
Liew, K. M. .
APPLIED MATHEMATICAL MODELLING, 2018, 55 :33-48