Closed-form solutions to optimal parameters of dynamic vibration absorbers with negative stiffness under harmonic and transient excitation

被引:46
作者
Zhou, Shaoyi [1 ]
Jean-Mistral, Claire [1 ]
Chesne, Simon [1 ]
机构
[1] Univ Lyon, CNRS, UMR5259, INSA Lyon,LaMCoS, F-69621 Villeurbanne, France
关键词
Dynamic vibration absorber; Negative stiffness; Optimization; Fixed points theory; Stability maximization criterion; DESIGN; ISOLATOR;
D O I
10.1016/j.ijmecsci.2019.05.005
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this present paper, two configurations of dynamic vibration absorber in conjunction with negative stiffness (NSDVA) are investigated and their parameter optimization is conducted according to two tuning methodologies: the fixed points theory and the stability maximization criterion. Closed-form solutions to the optimal parameters of NSDVAs are analytically derived and are expressed in terms of ratio between the negative stiffness and mechanical stiffness of primary system. Allowable bounds on negative stiffness are specified with the consideration of stability requirement, based on which the ultimate control performance of NSDVAs could be imagined. Furthermore, an optimal negative stiffness ratio is defined within the stable region when the NSDVAs are tuned by the fixed points theory. Finally, numerical simulations are carried out in both harmonic and free vibration scenarios. Simulation results suggest that the inclusion of negative stiffness in the coupled system can significantly improve the vibration control performance in terms of broadening the frequency bandwidth of vibration suppression, decreasing the peak vibration amplitude of primary system and confining the stroke length of NSDVAs. Meanwhile, the negative stiffness can enhance the damping capability of coupled system, engendering an accelerated convergence of transient disturbances.
引用
收藏
页码:528 / 541
页数:14
相关论文
共 31 条
[1]   Design of TMD for damped linear structures using the dual criterion of equivalent linearization method [J].
Anh, N. D. ;
Nguyen, N. X. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2013, 77 :164-170
[2]   KDamping: A stiffness based vibration absorption concept [J].
Antoniadis, Ioannis A. ;
Kanarachos, Stratis A. ;
Gryllias, Konstantinos ;
Sapountzakis, Ioannis E. .
JOURNAL OF VIBRATION AND CONTROL, 2018, 24 (03) :588-606
[3]   Mass dampers and their optimal designs for building vibration control [J].
Chang, CC .
ENGINEERING STRUCTURES, 1999, 21 (05) :454-463
[4]   Innovative Hybrid Mass Damper for Dual-Loop Controller [J].
Chesne, S. ;
Inquiete, G. ;
Cranga, P. ;
Legrand, F. ;
Petitjean, B. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2019, 115 :514-523
[5]   Experimental validation of fail-safe hybrid mass damper [J].
Chesne, Simon ;
Collette, Christophe .
JOURNAL OF VIBRATION AND CONTROL, 2018, 24 (19) :4395-4406
[6]  
DenHartog J.P., 1985, MECH VIBRATIONS
[7]   Optimal parameters for dynamic vibration absorber with negative stiffness in controlling force transmission to a rigid foundation [J].
Huang Xiuchang ;
Su Zhiwei ;
Hua Hongxing .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2019, 152 :88-98
[8]   Application of a dynamic vibration absorber with negative stiffness for control of a marine shafting system [J].
Huang, Xiuchang ;
Su, Zhiwei ;
Hua, Hongxing .
OCEAN ENGINEERING, 2018, 155 :131-143
[9]   Tuned mass absorber on a flexible structure [J].
Krenk, Steen ;
Hogsberg, Jan .
JOURNAL OF SOUND AND VIBRATION, 2014, 333 (06) :1577-1595
[10]   Adaptive tuned vibration absorber based on magnetorheological elastomer-shape memory alloy composite [J].
Kumbhar, Samir B. ;
Chavan, S. P. ;
Gawade, S. S. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2018, 100 :208-223