Modal reanalysis methods for structural large topological modifications with added degrees of freedom and non-classical damping

被引:7
|
作者
He, J. J. [1 ]
Jiang, J. S. [1 ]
Xu, B. [1 ,2 ]
机构
[1] NW Polytech Univ, Inst Vibrat Engn, Dept Engn Mech, Xian 710072, Peoples R China
[2] Harbin Inst Technol, Shenzhen Grad Sch, Dept Urban & Civil Engn, Res Ctr Urban & Civil Engn Disaster Prevent & Red, Shenzhen 518055, Peoples R China
基金
中国国家自然科学基金;
关键词
modal reanalysis; topological modifications; dynamic condensation; the Kirsch approximation; mass orthogonality; complex eigensubspace condensation; Rayleigh-quotient inverse iteration;
D O I
10.1016/j.finel.2007.09.003
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
This paper presents two new methods for modal reanalysis of structures considering large topological modifications with added degrees of freedom. Firstly, a quite simple and efficient approximate method with the improved dynamic condensation, the Kirsch approximation and the decoupling mass orthogonality is proposed for reanalysis of real modes; then, a high-quality method which is comprised of complex eigensubspace condensation technique and Rayleigh-quotient inverse iteration is proposed for reanalysis of complex modes of structural large topological modifications. The convergence of iterative improvement will be achieved after only two or three cycles. Four numerical examples illustrate that the proposed methods are quite effective with high precision. (C) 2007 Published by Elsevier B.V.
引用
收藏
页码:75 / 85
页数:11
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