Critical Damping in Linear Discrete Dynamic Systems.

Abstract

Free viscously damped vibrations of linear discrete structural systems are studied. The amount of damping varies among the various structural elements of the system resulting in several critical damping possibilities. A general method is developed for determining the critical damping surfaces of a system. These surfaces represent the loci of combinations of damping values corresponding to critically damped motions, and thus separate regions of partial or complete underdamping for those of overdamping. The dimension of a critical damping surface is equal to the number of independent amounts of damping present in the system. The determination of the surface point corresponding to equal amounts of damping is considerably simplified for systems which, on the assumption that all amounts of damping are equal, possess a damping matrix of the Rayleigh type. Three examples presented in detail illustrate the proposed technique and some of the important characteristics of critical damping surfaces. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Nov 01, 1979
Accession Number
ADA081085

Entities

People

  • B. A. Boley
  • D. E. Beskos

Organizations

  • Northwestern University

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Coefficients
  • Computers
  • Conformal Mapping
  • Dynamic Response
  • Equations
  • Flywheels
  • Frequency
  • Mass
  • Military Research
  • Minnesota
  • Moment Of Inertia
  • Nonlinear Systems
  • Resonant Frequency
  • Stiffness
  • Two Dimensional
  • Universities
  • Vibration

Fields of Study

  • Engineering

Readers

  • Control Systems Engineering.
  • Structural Dynamics.