A Dynamic Model of an Axisymmetric, Transversely Isotropic, Fluid-Loaded, Fully Elastic Cylindrical Shell

Abstract

A fully elastic model of a transversely isotropic, fluid-loaded cylindrical shell is derived. The model is based on transversely isotropic equations of motion in the cylindrical coordinate system. Using the radial and longitudinal equations of motion, two free wavenumbers of the shell are determined, allowing the displacement field of the shell to be written as a linear expression with four unknown wave propagation coefficients. These displacements are used in the stress boundary conditions, where the fluid loading and the external forcing are added to the model. This produces a four-by-four system of equations that can be solved to obtain a solution to the wave propagation coefficients. This solution gives a known displacement field, a known inner pressure field, and a known outer pressure field. The model is validated using two previously derived shell models. An example is included to illustrate the model output where the specific interest is on the transfer function of inner pressure divided by external radial pressure and inner pressure divided by external longitudinal pressure. Finally, the MATLAB code used to generate this model is included for future use.

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Document Details

Document Type
Technical Report
Publication Date
Jan 11, 2010
Accession Number
ADA517094

Entities

People

  • Andrew John Hull

Organizations

  • Naval Undersea Warfare Center

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Axisymmetric
  • Bessel Functions
  • Boundaries
  • Coefficients
  • Composite Materials
  • Coordinate Systems
  • Differential Equations
  • Displacement
  • Equations
  • Equations Of Motion
  • Internal Pressure
  • Materials
  • Modulus Of Elasticity
  • Shear Modulus
  • Transfer Functions
  • Wave Equations
  • Wave Propagation

Fields of Study

  • Mathematics

Readers

  • Structural Dynamics.