Energy Dissipation Analysis of Piezoceramic Semi-Active Vibration Control

In this paper, the performances of two novel low frequency piezoceramic shunt techniques for structural damping are compared to the traditional passive resonant shunt circuit technique. The first novel technique is a semi-active variable stiffness technique in which bonded piezoceramic actuators are switched from the short circuit to open circuit states. This technique changes the stiffness of the structure for two quarters of its vibration period, thus dissipating energy. The second novel technique is a semi-active pulse switching technique in which a resistor-inductor shunt circuit is periodically connected to the bonded piezoceramic actuators. This technique applies charges to the piezoceramic actuators in a manner similar to the well-known Direct Velocity Feedback control technique. The energy dissipated from the structure depends on the magnitude of the applied charge. A description of energy dissipation mechanisms is shown for each switching method and for the traditional passive resonant shunt technique applied to a simple single degree of freedom system.

[1]  W. Clark Vibration Control with State-Switched Piezoelectric Materials , 2000 .

[2]  Nesbitt W. Hagood,et al.  Experimental investigation into passive damping enhancement for space structures , 1991 .

[3]  Ieee Standards Board IEEE Standard on Piezoelectricity , 1996 .

[4]  Claude Richard,et al.  Enhanced semi-passive damping using continuous switching of a piezoelectric device on an inductor , 2000, Smart Structures.

[5]  Daniel Guyomar,et al.  Semi-passive damping using continuous switching of a piezoelectric device , 1999, Smart Structures.

[6]  M. Balas Direct Velocity Feedback Control of Large Space Structures , 1979 .

[7]  Nesbitt W. Hagood,et al.  Damping of structural vibrations with piezoelectric materials and passive electrical networks , 1991 .

[8]  Nesbitt W. Hagood,et al.  Modelling of Piezoelectric Actuator Dynamics for Active Structural Control , 1990 .

[9]  Shu-yau Wu,et al.  Method for multiple-mode shunt damping of structural vibration using a single PZT transducer , 1998, Smart Structures.

[10]  Shu-yau Wu,et al.  Piezoelectric shunts with a parallel R-L circuit for structural damping and vibration control , 1996, Smart Structures.

[11]  J. Hollkamp Multimodal Passive Vibration Suppression with Piezoelectric Materials and Resonant Shunts , 1994 .

[12]  Peter H. Rogers,et al.  State switched transducers: A new approach to high-power, low-frequency, underwater projectors , 1998 .

[13]  P. Hagedorn Non-Linear Oscillations , 1982 .

[14]  Gregg D. Larson,et al.  The analysis and realization of a state switched acoustic transducer , 1996 .

[15]  A. P,et al.  Mechanical Vibrations , 1948, Nature.