Simultaneous Design of Active Vibration Control and Passive Damping

Abstract

A modified form of the standard linear quadratic regulator (LQR) cost functional is used to optimally blend active vibration control and passive structural damping, whether viscous or viscoelastic. Viscoelastic damping is first modelled by a standard linear model, and then by a fractional derivative model. For the viscous damping case and the classically modelled viscoelastic damping case, a sub-optimal closed form solution is derived that is independent of the initial conditions. An iterative technique that minimizes the average value of the cost functional and one that minimizes the maximum value are developed. Both techniques are applicable to viscous and viscoelastic damping and are independent of the initial state. The advantages and disadvantages of the different solution techniques are given with respect to computation requirements and performance. Several numerical examples illustrate the similarities of and differences between the various techniques.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1993
Accession Number
ADA273773

Entities

People

  • Michele L. Gaudreault

Organizations

  • Air Force Institute of Technology

Tags

Communities of Interest

  • C4I
  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Air Force
  • Algorithms
  • Computational Science
  • Computations
  • Differential Equations
  • Engineering
  • Equations
  • Equations Of Motion
  • Equations Of State
  • Modulus Of Elasticity
  • Numbers
  • Resonant Frequency
  • Riccati Equation
  • Standards
  • Stresses
  • Theorems
  • Vibration

Fields of Study

  • Engineering

Readers

  • Operations Research
  • Robotics and Automation.
  • Structural Dynamics.