Comments on "Nonlinear vibration of viscoelastic beams described using fractional order derivatives"

被引:6
|
作者
Lin, R. M. [1 ]
机构
[1] Nanyang Technol Univ, Sch Mech & Prod Engn, Singapore, Singapore
关键词
Nonlinear vibration; Fractional derivatives; Viscoelastic damping; Modelling of nonlinear vibration; MODEL;
D O I
10.1016/j.jsv.2018.05.015
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This discussion seeks to address some of the inconsistencies and concerns regarding fractional derivatives when applied to vibration analysis of viscoelastically damped beams [1]. Detailed numerical assessments of the major fractional derivatives of concern have been carried out with their relationships numerically examined. Numerical results have shown that two of the key equations of [1] are mathematically inappropriate and their applications could lead to serious modelling errors. A simplified yet representative nonlinear system with fractional viscoelastic damping and cubic stiffness nonlinearity is used to illustrate the existence of periodic steady-state solutions, as well as amplitude frequency characteristics of such fractional nonlinear systems. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:195 / 204
页数:10
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