Direct way of computing the variability of modal assurance criteria

被引:14
作者
Li, Li [1 ]
Hu, Yujin [1 ]
Wang, Xuelin [1 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Mech Sci & Engn, Wuhan 430074, Peoples R China
基金
中国国家自然科学基金;
关键词
Modal assurance criteria; Design sensitivity analysis; Model updating; Modal analysis; Structural damage detection; DISTINCT NATURAL FREQUENCIES; ASYMMETRIC DAMPED SYSTEMS; ALGEBRAIC-METHOD; EIGENSOLUTION DERIVATIVES; EIGENVECTOR DERIVATIVES; REPEATED EIGENVALUES; SHAPE SENSITIVITIES; NELSONS METHOD; STRAIN-ENERGY; COMPUTATION;
D O I
10.1016/j.mechrescom.2013.10.021
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The study considers the variability of modal assurance criteria (MAC) for undamped systems with distinct eigenvalues, which is often approximated by the first-order Taylor series. So far all the methods for computing the sensitivity of MAC value belong to the indirect method. This study presents a direct method carried out by constructing a Lagrange function. When the number of design variables is larger than one, the proposed method will be efficient in computational time and storage capacity. The validity is illustrated using a numerical example. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:53 / 58
页数:6
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