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Author:

Li, Y. (Li, Y..) | Zhang, W. (Zhang, W..) | Cao, D. (Cao, D..) | Cui, Y. (Cui, Y..)

Indexed by:

Scopus PKU CSCD

Abstract:

In this paper, the modal experiment analysis and FEM (finite element method) simulation of a ring truss structure which modeled a large deployable antenna are carried out. First, an experimental model for the large deployable antenna astromesh is designed and manufactured. And the experimental modal analysis of the ring truss under the free boundary condition is conducted by using hammer method. Based on the experiment results, the first six order natural frequencies, and the first six order mode shapes are obtained. And the MAC (Modal Assurance Criterion) is introduced to verify this experimental results. Secondly, modal analysis of the ring truss structure under the free boundary condition is conducted by using FEM. The first six order natural frequencies and corresponding damping ratio and the first six order mode shapes are also obtained. Finally, the results between the experiment method and FEM are compared. It is found that the error for the natural frequencies is acceptable while the mode shapes show very good agreement. In summary, the results of the different methods have good consistency, which can confirms that the analysis of this paper is feasible and reliable. Meanwhile, the natural frequency and mode shape of each order are obtained. © 2017, Editorial Department of CJAM. All right reserved.

Keyword:

Large deployable antenna astromesh; Modal experiment; Natural frequency; Ring truss

Author Community:

  • [ 1 ] [Li, Y.]Beijing University of Technology, Beijing Key Laboratory of Nonlinear Vibration and Strength of Mechanical Structure, Beijing, 100124, China
  • [ 2 ] [Zhang, W.]Beijing University of Technology, Beijing Key Laboratory of Nonlinear Vibration and Strength of Mechanical Structure, Beijing, 100124, China
  • [ 3 ] [Cao, D.]Beijing University of Technology, Beijing Key Laboratory of Nonlinear Vibration and Strength of Mechanical Structure, Beijing, 100124, China
  • [ 4 ] [Cui, Y.]Beijing University of Technology, Beijing Key Laboratory of Nonlinear Vibration and Strength of Mechanical Structure, Beijing, 100124, China

Reprint Author's Address:

  • 张伟

    [Zhang, W.]Beijing University of Technology, Beijing Key Laboratory of Nonlinear Vibration and Strength of Mechanical StructureChina

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Source :

Chinese Journal of Applied Mechanics

ISSN: 1000-4939

Year: 2017

Issue: 1

Volume: 34

Page: 119-124

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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