Boundary Stabilization of Thin Elastic Plates,

Abstract

In this paper we shall consider the question of uniform stabilization of thin, elastic plates through the action of forces and moments on the edge of the plate (or on a part of the edge of the plate). Two particular plate models will be considered: The classical fourth order Kirchoff model, but incorporating rotational inertia, and the sixth order Mindlin-Timoshenko model. The difference in the two models, from a physical point of view, is that the M-T model incorporates transverse shear effects while the Kirchhoff model does not. Actually, the M-T model is a hyperbolic system three coupled second order partial differential equations in two dependent variables. The unknowns, denoted by w, psi, phi are the vertical component w of displacement and angles which are measures of the amount of transverse shear. The three equations are coupled through terms which are multiples of a factor K called the coefficient of elasticity in shear.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1987
Accession Number
ADA187123

Entities

People

  • John E. Lagnese

Organizations

  • Georgetown University

Tags

Communities of Interest

  • Air Platforms
  • C4I
  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Air Force
  • Availability
  • Boundaries
  • Boundary Value Problems
  • Cartesian Coordinates
  • Closed Loop Systems
  • Differential Equations
  • Displacement
  • Energy
  • Equations
  • Feedback
  • Formulas (Mathematics)
  • Mathematics
  • Modulus Of Elasticity
  • Notation
  • Partial Differential Equations
  • Wave Equations

Fields of Study

  • Mathematics

Readers

  • Calculus or Mathematical Analysis
  • Control Systems Engineering.
  • Structural Dynamics.