Multivariable adaptive vibration canceller

• US 5,049,795 A
• Filed: 07/02/1990
• Issued: 09/17/1991
• Est. Priority Date: 07/02/1990
• Status: Expired due to Fees

• Current Assignee: Westinghouse Electric Company LLC (Brookfield Asset Management Incorporated)
• Original Assignee: Westinghouse Electric Company LLC (Brookfield Asset Management Incorporated)
• Inventors: Moulds, Clinton W. III
• Primary Examiner(s): Shoop, Jr., William M.
• Assistant Examiner(s): BERGMANN, SAUL
• Application Number:
  US07/551,691
• Time in Patent Office: 442 Days
• Field of Search: 318/561, 318/640, 318/649, 342/378, 364/715.01, 267/136, 267/225
• US Class Current: 318/561
• CPC Class Codes: B60G 2202/42 Electric actuator
• CPC Class Codes: B60G 2400/10 Acceleration; Deceleration
• CPC Class Codes: B60G 2400/20 Speed
• CPC Class Codes: B60G 2600/90 other signal treatment means
• CPC Class Codes: F16F 15/02 Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems F16F15/005 takes precedence ; layered products B32B; suppression of vibration in ships B63; relieving load on bearings, using magnetic means F16C39/06
• CPC Class Codes: G05D 19/02 characterised by the use of electric means

Abstract

The total periodically induced vibratory disturbance in a structure having unique structural characteristics is minimized. Actuators are operated in response to complex input signals to produce counteractive forces in the structure. Sensors responsive to the vibrational disturbance and the counteractive forces produce outputs indicative thereof. A processor having an electrical characteristic related to the structural characteristic produces complex outputs for each actuator in response to the sensor inputs. The complex outputs are adjusted by the processor to result in a convergence of the structural response to the minimum vibration in response to the disturbance and the actuator inputs.

Claims

1. A multivariable adaptive vibration canceller for minimizing vibratory disturbances periodically induced in a structure comprising:

a plurality of actuators operatively coupled to the structure for producing a counteracting vibration therein in response to a complex input signal for each actuator, the structure having a dynamic system characteristic in the form of a matrix of complex system responses to known vibrational inputs at selected harmonics of interest;

a plurality of sensors, at least equal in number to the number of actuators, said sensors being coupled to the structure for sensing vibrations induced therein by the actuators and the disturbances, each sensor for producing a complex output representative of the algebraic sum of such vibrations sensed thereby for each harmonic; and

multivariable adaptive vibration cancellation processor means responsive to complex outputs of the sensors for producing the complex inputs to the actuators, said vibration cancellation processor means having processing characteristic in the form of a complex conjugate transpose matrix of the dynamic system characteristic matrix.

2. Apparatus for adaptively cancelling the vibration caused by external forces acting on a dynamic structure comprising:

means for applying counteractive forces to said structure at a plurality of predetermined points in response to corresponding weighted force component signals;

means for generating a time base signal related to the dynamics of said structure;

means for generating sets of time base sinusoidal signals of at least one harmonic frequency of the time base signal;

means remote from said means for applying counteractive forces for sensing the algebraic sums of the magnitude of the external forces and the counteractive forces on the structure;

means responsive to the structure for generating error signals therefrom in accordance with a dynamic system characteristic in the form of a matrix;

means for generating corresponding sets of Fourier coefficient signals from the error signals;

means employing a complex conjugate transpose matrix of the dynamic system characteristic, for generating sets of adaptive weighting coefficients in accordance with a predetermined adaptation algorithm in response to said error signals; and

means for multiplying said sets of time base sinusoidal signals by the respective weighting coefficients of said sets of Fourier coefficient signals for producing said corresponding weighted force component signals.

3. The apparatus as defined by claim 2 wherein said means for generating said adaptive weighting coefficients includes means for implementing a least squares algorithm.

4. The apparatus as defined by claim 2 wherein said structure includes a rotating shaft and wherein said means for generating said time base signal comprises means generating a pulse output signal in response to the rotational speed of said shaft.

5. The apparatus as defined by claim 4 wherein said means for generating a set of time base sinusoidal signals comprises a digital harmonic generator coupled to said means for generating a pulse output signal.

6. The apparatus as defined by claim 2 wherein said means for generating said sets of Fourier coefficient signals includes means for multiplying each of said sets of time base sinusoidal signals by said sets of error signals and means coupled to said multiplying means for integrating the multiplied signals.

7. The apparatus as defined by claim 2 wherein said time base sinusoidal signals comprise sine and cosine components of said at least one harmonic frequency of the time base signal.

8. A method for adaptively cancelling the vibration caused by external forces acting on a dynamic structure, comprising the steps of:

measuring the external force acting on said body at a first point on said body;

applying counteractive forces to said body at a plurality of points to counteract the external forces acting on said body;

generating a time base signal related to dynamic system characteristics of said structure;

generating sets of time base sinusoidal signals from at least one harmonic frequency of the time base signal;

determining the algebraic sum of the magnitude of the external forces and the counteractive forces at each of said points and generating corresponding error signals therefrom in accordance with a dynamic system characteristic in the form of a matrix;

generating sets of Fourier coefficient signals from the error signals and said sets of time base sinusoidal signals;

generating sets of adaptive weighting coefficients in accordance with a predetermined adaptation algorithm employing a complex conjugate transposition matrix of the dynamic system characteristic in response to said error signals;

multiplying said sets of time base sinusoidal signals by the set of respective weighting coefficients of said set of Fourier coefficient signals for producing weighted force component signals;

combining said weighted force component signals and generating a composite counteractive force therefrom; and

applying said counteractive force to said body in response to said reaction force signal.

9. The method as defined by claim 8 wherein said adaptation algorithm comprises a least squares adaptive algorithm.

10. The method as defined by claim 8 wherein said step of generating a time base signal comprises generating a time base signal related to the movement of said structure.

11. The method as defined by claim 8 wherein said step of generating said sets of Fourier coefficient signals comprises the further steps of multiplying each of said sets of time base sinusoidal signals by said error signals and then integrating the signals resulting from said multiplying step.

12. The method as defined by claim 8 wherein said time base sinusoidal signals comprise sine and cosine components of said at least one harmonic frequency.