A New Approach to Shock Isolation and Vibration Suppression Using a Resetable Actuator1

Author:

Bobrow, James E.1,Jabbari, and Faryar1,Thai Khiem1

Affiliation:

1. Department of Mechanical and Aerospace Engineering, University of California, Irvine, CA 92697

Abstract

A novel low power control technique along with a new class of actuators is developed for shock isolation and control of structural vibrations. In contrast to other techniques, including conventional viscous or rate damping, the force produced by the actuator has no velocity dependence. Several experimental, analytical, and simulation results are presented in support of this new, semi-active technique for structural control. The basic approach is to manipulate the system stiffness through the use of resetable actuators. With the proposed control approach, the actuator behaves like a linear spring. However, at appropriate times, the effective unstretched length of the actuator is changed—or reset—to extract energy from the vibrating structure. Experimental validation of the actuator model, analytical results on stability and actuator-placement, and simulation results for earthquake applications are presented. [S0022-0434(00)01603-8]

Publisher

ASME International

Subject

Computer Science Applications,Mechanical Engineering,Instrumentation,Information Systems,Control and Systems Engineering

Reference13 articles.

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2. Leitmann, G., and Reithmeirer, E., 1993, “Semiactive Control of a Vibrating System by Means of Electrorheological Fluids,” Dynam. Control, 3, No. 1, pp. 7–34.

3. Patten, W. N., and Sack, R. L., 1994, “Semiactive Control of Civil Engineering Structures,” Proceedings of the 1994 ACC, Baltimore, MD, pp. 1078–1082.

4. Gavin, H. P., Hanson, R. D., and Filisko, F. E., 1996, “Electrorheological Damper:1. Analysis and Design,” ASME J. Appl. Mech., 63, No. 3, pp. 669–682.

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