On the formation of complex modes in non-proportionally damped systems

被引:4
|
作者
Nerse, Can [1 ]
Wang, Semyung [1 ]
机构
[1] Gwangju Inst Sci & Technol, Sch Mech Engn, 123 Cheomdangwagi Ro, Gwangju 61005, South Korea
基金
新加坡国家研究基金会;
关键词
Complex mode; Damping field index; Non-proportional damping; Wave propagation; RECTANGULAR-PLATES; IDENTIFICATION; QUANTIFICATION; EIGENSOLUTIONS; WAVES; REAL;
D O I
10.1016/j.jsv.2019.114978
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In the classical studies of non-proportionally damped systems, the resulting complex modal parameters are obtained by solving the generalized eigenvalue problem. In the present study, we propose a unique method to obtain complex modes for discrete and continuous systems. Based on a wave analogy, the difference between a complex mode and a real normal mode is represented by the summation of patterns that propagate from the boundaries. Owing to the spatial non-proportionality of the damping, these patterns undergo changes at a damping intersection. The governing equation for this phenomenon is expressed by Snell's law. We show that, in a similar manner to the refractive index for the medium in which light waves travel, a damping field index can be conceived for individual damping regions, such that they may be scaled against the damping field index of the undamped region, which is assumed to be unity. However, unlike the refractive index, we show that the damping field index is dependent on the spatial distribution of damping. The procedure for obtaining the complex modes is illustrated based on a plate structure with simply supported boundary conditions. The practical applications of the proposed approach and its limitations are discussed based on numerical examples. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] DYNAMIC ANALYSIS OF NON-PROPORTIONALLY DAMPED SYSTEMS
    DUNCAN, PE
    TAYLOR, RE
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1979, 7 (01): : 99 - 105
  • [2] ON THE MODAL SUPERPOSITION METHOD OF NON-PROPORTIONALLY DAMPED SYSTEMS
    MULLER, FH
    BASELER, J
    INGENIEUR ARCHIV, 1985, 55 (05): : 348 - 357
  • [3] Structural response reconstruction for non-proportionally damped systems in the presence of closely spaced modes
    Wan, Zhimin
    Wang, Ting
    Huang, Qibai
    Li, Lin
    JOURNAL OF VIBROENGINEERING, 2014, 16 (08) : 3740 - 3758
  • [4] Component mode synthesis methods for non-proportionally damped systems
    Morgan, JA
    Pierre, C
    Hulbert, GM
    IMAC - PROCEEDINGS OF THE 17TH INTERNATIONAL MODAL ANALYSIS CONFERENCE, VOLS I AND II, 1999, 3727 : 1472 - 1480
  • [5] Eigenvalue-counting methods for non-proportionally damped systems
    Jo, JS
    Jung, HJ
    Ko, MG
    Lee, IW
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (23) : 6457 - 6472
  • [6] STRUCTURAL MODAL MODIFICATION OF NON-PROPORTIONALLY DAMPED SYSTEM
    Musil, M.
    Chlebo, O.
    Havelka, F.
    Milata, M.
    Uradnicek, J.
    ENGINEERING MECHANICS 2020 (IM2020), 2020, : 366 - 369
  • [7] Eigensolutions of non-proportionally damped systems based on continuous damping sensitivity
    Lazaro, Mario
    JOURNAL OF SOUND AND VIBRATION, 2016, 363 : 532 - 544
  • [8] Baseband methods of component mode synthesis for non-proportionally damped systems
    Morgan, JA
    Pierre, C
    Hulbert, GM
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2003, 17 (03) : 589 - 598
  • [9] Modal identification of linear non-proportionally damped systems by wavelet transform
    Erlicher, Silvano
    Argoul, Pierre
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2007, 21 (03) : 1386 - 1421
  • [10] A novel formulation of the receptance matrix of non-proportionally damped dynamic systems
    Karakas, A
    Gürgöze, M
    JOURNAL OF SOUND AND VIBRATION, 2003, 264 (03) : 733 - 740