基于模态频率和有效模态质量的有限元模型修正

张保强 陈国平 郭勤涛

振动与冲击 ›› 2012, Vol. 31 ›› Issue (24) : 69-73.

PDF(1249 KB)
PDF(1249 KB)
振动与冲击 ›› 2012, Vol. 31 ›› Issue (24) : 69-73.
论文

基于模态频率和有效模态质量的有限元模型修正

  • 张保强 1 陈国平 1 郭勤涛 2
作者信息 +

Finite Element Model Updating Based on Modal Frequency and Effective Modal Mass

  • ZHANG Baoq-iang 1 CHEN Guo-ping 1 GUO Qin-tao 2
Author information +
文章历史 +

摘要

提出一种同时使用模态频率和有效模态质量作为目标量的残差进行结构动力学有限元模型修正的新方法。有效模态质量不但可以为结构动力学分析提供一种判断振动模态重要程度的方法,而且能够为有限元模型修正提供更多的信息量。介绍了基于灵敏度分析的模型修正实现过程以及有效模态质量的概念,推导了有效模态质量对设计参数的灵敏度,在此基础上采用仿真算例验证了所提出方法的正确性和有效性。仿真结果显示所有修正参数都回到了设定的目标值,即使当模态频率和有效模态质量等特征量都存在5%的高斯白噪声时,修正后在修正频段内特征量的均方误差都小于4%。研究表明,基于模态频率和有效模态质量的结构动力学有限元模型修正是有效可行的。

Abstract

A new finite element model updating method is presented using modal frequency and effective modal mass as objective residues. The effective modal mass can not only provide a method for judging the significance of a vibration in structural dynamics, but also can provide more useful information for model updating. The process of model updating based on sensitivity analysis and the concept of effective modal mass are introduced, while the effective modal mass sensitivities with respect to physical parameters are derived. The simulation results that all updated parameters are returned to the objective values and the root mean square (RMS) errors for both the modal frequency and the effective mass are less than 4% even taking into account the 5% Gaussian white noise on the estimated modal parameters. The study demonstrates that the finite element modal updating method using modal frequency and effective modal mass is feasible and effective.

关键词

结构动力学 / 模型修正 / 有效模态质量 / 模态频率 / 灵敏度分析

Key words

Structural dynamics / model updating / effective modal mass / modal frequency / sensitivity analysis

引用本文

导出引用
张保强 陈国平 郭勤涛 . 基于模态频率和有效模态质量的有限元模型修正[J]. 振动与冲击, 2012, 31(24): 69-73
ZHANG Baoq-iang CHEN Guo-ping GUO Qin-tao . Finite Element Model Updating Based on Modal Frequency and Effective Modal Mass[J]. Journal of Vibration and Shock, 2012, 31(24): 69-73

PDF(1249 KB)

Accesses

Citation

Detail

段落导航
相关文章

/