Convergence of Modal Series in a Plate Struck by a Shock Wave.

Abstract

Numerical calculations are shown for a simplified model of a plate subjected to a pressure pulse and a base motion while immersed in an acoustic fluid. Modal series for deflection and velocity converged promptly, but it was found that 20 thin-beam modes were needed to represent time-history bending stresses along the length of a particular steel plate mounted as a cantilever immersed in sea water. A criterion is proposed for calculation of stresses in fluid-structure interactions: the structure must be modeled in enough detail so that individual motions are controlled by stiffness of the structure, with less than 20 percent of critical damping from acoustic radiation.

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Document Details

Document Type
Technical Report
Publication Date
Jul 21, 1983
Accession Number
ADA130663

Entities

People

  • R. L. Bort
  • R. S. Schechter

Organizations

  • United States Naval Research Laboratory

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Accuracy
  • Differential Equations
  • Dynamic Response
  • Equations
  • Frequency
  • Military Research
  • Modal Analysis
  • New York
  • Peak Values
  • Plane Waves
  • Resonant Frequency
  • Sea Water
  • Shock Response Spectra
  • Shock Waves
  • Spectra
  • Underwater Explosions
  • Waves

Fields of Study

  • Physics

Readers

  • Structural Dynamics.