Technical Papers
Jun 27, 2018

Active Control of Stay Cable Vibration Using a Giant Magnetostrictive Actuator

Publication: Journal of Aerospace Engineering
Volume 31, Issue 5

Abstract

Although giant magnetostrictive actuators (GMAs) have been widely studied in the field of active vibration control, the effectiveness of GMAs to control the vibration of cable structures has not been reported yet. This paper proposes an active control method of stay cable vibration using a GMA. A bilinear motion equation of a small-sag stay cable equipped with a GMA is established and the optimal active control algorithm of this control system is designed based on Lyapunov theory. A GMA is developed for the active control of a stay cable model and dynamic properties of the GMA are tested to determine the relationship between the input voltage and the output force. Numerical simulations and experimental tests for the active control of a stay cable model using the designed GMA are performed under free and forced vibration. The results indicate that the designed GMA can effectively reduce the cable vibration based on the proposed optimal active control algorithm.

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Acknowledgments

This research work was supported by the National Key Basic Research Program of China (973 Project) (Grant No. 2015CB057702), the National Natural Foundation of China (Grant No. 51378203) and the Hunan Provincial Innovation Foundation for Postgraduate (Grant No. CX2017B627).

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 31Issue 5September 2018

History

Received: Feb 10, 2018
Accepted: Mar 30, 2018
Published online: Jun 27, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 27, 2018

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Authors

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Masters Student, Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, College of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China. Email: [email protected]
Xiuyong Wang [email protected]
Professor, Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, College of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China (corresponding author). Email: [email protected]
Lecturer, Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, College of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China. Email: [email protected]
Ph.D. Candidate, Key Laboratory for Bridge and Wind Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]
Hongxin Sun [email protected]
Associate Professor, Hunan Provincial Key Laboratory of Structures for Wind Resistance and Vibration Control, College of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan, Hunan 411201, China. E-mail: [email protected]

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