Jedol Dayou (2010) The fixedpoints theory revisited with new applications. Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 224 (8). pp. 16231634. ISSN 09544062

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Abstract
The fixedpoints theory has its root dating back to 1932. Hahnkamm suggested that there are two fixed points in the undamped primary structure's frequency response function (FRF) for the twodegreeoffreedom system when a harmonic force is applied to the primary mass. These points are independent of the damping value in the auxiliary system, which is the control system, and their heights are mainly determined by the mass ratio of the device. The desired optimum value of the tuning ratio is obtained when the heights of the fixed points are equal. Fourteen years later, Brock suggested that the optimum value of the damping ratio in the control device can be determined by making the height of the fixed points the maximum. Since then, the fixedpoints theory has been used in many applications as one of the design laws in fabricating a vibration neutralizer. In this article, the theory is reformulated by using the conventional definition of the damping ratio. It is proved that the same result can be obtained as in the original derivation. The application of the theory is then extended to the control of global vibration of an undamped continuous structure and is demonstrated on a simply supported beam.
Item Type:  Article 

Uncontrolled Keywords:  Global vibration control, Kinetic energy, Resonance frequency, Vibration neutralizer, Damping, Electron energy loss spectroscopy, Harmonic functions, Natural frequencies 
Subjects:  Q Science > QA Mathematics > QA1939 Mathematics > QA440699 Geometry. Trigonometry. Topology 
Divisions:  SCHOOL > School of Science and Technology 
Depositing User:  ADMIN ADMIN 
Date Deposited:  11 Mar 2011 09:28 
Last Modified:  13 Oct 2017 10:12 
URI:  http://eprints.ums.edu.my/id/eprint/2187 
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