Time-Variation Damping Dynamic Modeling and Updating for Cantilever Beams with Double Clearance Based on Experimental Identification

Yunhe Zhang, Fanjun Meng*, Xueguang Li, Wei Song, Dashun Zhang, Faping Zhang

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

The accuracy of a space manipulator’s end trajectory and stability is significantly affected by joint clearance. Aiming to improve the prediction accuracy of vibration caused by clearance, a dynamic clearance modeling method is developed based on parameter identification in this study. First, a dynamic model framework for manipulator arms is established based on the Hamilton principle and hypothetical mode method with time-variation damping. Then, a multi-resolution identification is performed for identifying the instantaneous frequency and damping ratio to estimate stiffness and damping by the sensors. The quantum genetic algorithm (QGA) is used to optimize the scale factor, which determines the identification accuracy and calculation efficiency. Finally, a case study is conducted to verify the presented model. In comparison with the initial dynamic model based on constant damping, the modal assurance criterion (MAC) of the proposed improved model based on time-variation damping is improved by 43.97%, the mean relative error (MRE) of the frequency response function (FRF) is reduced by 32.6%, and the root mean square error (RMSE) is reduced by 18.19%. The comparison results indicate the advantages of the proposed model. This modeling method could be used for vibration prediction in control systems for space manipulators to improve control accuracy.

Original languageEnglish
Article number58
JournalActuators
Volume14
Issue number2
DOIs
Publication statusPublished - Feb 2025

Keywords

  • dynamic numerical model
  • mechanical engineering structure with clearance
  • parameter identification
  • quantum genetic algorithm
  • time-varying damping

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