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Author:

Li, Ling (Li, Ling.) | Cai, Ligang (Cai, Ligang.) (Scholars:蔡力钢) | Guo, Tieneng (Guo, Tieneng.) | Liu, Zhifeng (Liu, Zhifeng.) (Scholars:刘志峰) | Zhao, Yongsheng (Zhao, Yongsheng.) (Scholars:赵永胜)

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EI Scopus PKU CSCD

Abstract:

A new identification method for joint stiffness and damping has been developed by using the substructure synthesis method and finite element method in this paper. Firstly, the identification equation of joint is established according to the equilibrium and compatibility conditions. Then, the finite element models or lumped parameter models of substructures are established and updated, which will be used to replace the real models and to obtain the data needed. In order to ensure the stability of numerical calculation, the inconsistent solution of the identification equation is translated to the general solution by the principle of least squares, and the concept of weight is introduced to make use of all the measured data. Finally, this method is applied to two simulated examples, and the results indicate that the proposed method has high identification precision.

Keyword:

Frequency response Modular robots Finite element method Joints (structural components)

Author Community:

  • [ 1 ] [Li, Ling]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Cai, Ligang]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Guo, Tieneng]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Liu, Zhifeng]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhao, Yongsheng]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing, 100124, China

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Source :

Journal of Vibration, Measurement and Diagnosis

ISSN: 1004-6801

Year: 2011

Issue: 4

Volume: 31

Page: 439-444

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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