Delayed resonators as active dynamic absorbers

• US 5,431,261 A
• Filed: 05/12/1994
• Issued: 07/11/1995
• Est. Priority Date: 05/12/1994
• Status: Expired due to Fees

• Current Assignee: University of Connecticut (State of Connecticut)
• Original Assignee: University of Connecticut (State of Connecticut)
• Inventors: Olgac, Nejat
• Primary Examiner(s): Oberleitner, Robert J.
• Assistant Examiner(s): Rutherford, Kevin D.
• Application Number:
  US08/241,755
• Time in Patent Office: 425 Days
• Field of Search: 188/379, 188/380, 248/550, 248/562, 248/636, 267/140.14
• US Class Current: 188/379
• CPC Class Codes: F16F 7/1005 characterised by active control of the mass

Abstract

Vibrations in a structure having a large mass are damped by coupling thereto a damping member of smaller mass and continuously monitoring the frequency of excitation of the structure produced by applied load(s) and the displacement of the damping member. The monitored frequency of excitation and displacement of the damping member are processed together with data relative to the mass, stiffness and damping characteristic of the damping member. A signal is outputted to produce a force acting on the damping member proportional to the displacement of the damping member with a controlled time delay to produce a frequency of vibration in the damping member substantially equal to the monitored frequency of excitation of the structure, this produces resonance of the damping member substantially at the monitored frequency of excitation and is effective to damp substantially the vibrations of the structure at the monitored frequency of excitation. The output signal is variable to produce resonance of the damping member variable over a range of frequencies including the natural frequency of vibration of the structure.

Claims

1. In a method for damping vibrations in a structure having a large mass and a natural frequency of vibration, the steps comprising:

(a) coupling to a structure with a large mass a damping member of smaller mass;

(b) continuously monitoring (i) the frequency of excitation of said structure produced by an applied load(s) and (ii) the displacement of said damping member

(c) processing said monitored frequency of excitation and monitored displacement of said damping member together with data relative to the mass, stiffness and damping characteristics of said damping member;

(d) outputting a signal to produce a variable force acting on the damping member proportional to the displacement of the damping member with a controlled time delay to produce a frequency of vibration in said damping member substantially equal to said monitored frequency of excitation of said structure and thereby to produce resonance of said damping member substantially at said monitored frequency of excitation, said resonance being effective to damp substantially said vibrations of said structure at said monitored frequency of excitation, said controlled time delay varying with the monitored displacement and monitored frequency of vibration, said output signal being variable to produce resonance of said damping member variable over a range of frequencies including the natural frequency of vibration of said structure; and

(d) repeating steps (b), (c) and (d).

2. The method of damping vibrations in a structure in accordance with claim 1 wherein said step of producing vibration in said damping member is effected by energizing a tunable vibrating means to produce the desired frequency.

3. The method of damping vibrations in a structure in accordance with claim 2 wherein said step of energizing said vibrating means comprises providing an excitation signal of a selected frequency to an actuator to oscillate said actuator and thereby the damping member at said selected frequency.

4. The method of damping vibrations in a structure in accordance with claim 2 wherein said step of energizing said vibrating means comprises providing an excitation signal of a selected frequency to a mechanical vibrator to vibrate said damping member at said selected frequency.

5. The method of damping vibrations in a structure in accordance with claim 1 wherein said monitoring step includes monitoring a force transducer on said structure to measure the frequency of excitation.

6. The method of damping vibrations in a structure in accordance with claim 1 wherein said monitoring step includes monitoring an accelerometer on said structure.

7. A delayed resonance damping assembly for coupling to a structure subject to vibration comprising:

(a) a support adapted to be mounted on a structure having a large mass;

(b) a damping member having a known mass, stiffness and damping characteristics and oscillatable on said support, said mass being smaller than that of the associated structure;

(c) means for effecting vibration of said damping member to oscillate it on said support over a range of frequencies;

(d) means for continuously monitoring the frequency of excitation of the structure upon which said assembly is mounted;

(e) means for continuously monitoring the displacement of said damping member during its oscillation; and

(f) delayed feedback control means for processing the monitored frequency and the monitored displacement together with data relative to the mass, stiffness and damping characteristics of said damping member, said control means generating a signal acting on said damping member vibration means which is proportional to the displacement of said damping member, said control means providing a controlled time delay varying with the monitored frequency of vibrations and monitored displacement to produce a frequency of vibration in said damping member substantially equal to said monitored frequency of excitation of said structure and thereby to produce resonance of said damping member substantially at said monitored frequency of excitation, said resonance being effective to damp substantially said vibrations of said structure at said monitored frequency of excitation, said output signal being variable to produce resonance of said damping member variable over a range of frequencies including the natural frequency of vibration of the structure on which it is mounted.

8. The delayed resonance damping assembly in accordance with claim 7 wherein said vibration effecting means is tunable to produce the desired frequency.

9. The delayed resonance damping assembly in accordance with claim 8 wherein said vibration means is an actuator.

10. The delayed resonance damping assembly in accordance with claim 8 wherein said vibration means is a mechanical vibrator.

11. The delayed resonance damping assembly in accordance with claim 8 wherein said excitation frequency monitoring means is a force transducer.

12. The delayed resonance damping assembly in accordance with claim 8 wherein said excitation frequency monitoring means is an accelerometer.