Axisymmetric Elastic Wave Propagation in Bars Containing a Discontinuity,

Abstract

The objective of the work is to obtain a solution to the axisymmetric equations of motion in an elastic bar containing various discontinuities. The differential equations governing axisymmetric, elastic wave propagation are derived in displacement form. The resulting equations are case in an explicit finite difference scheme and integrated numerically to obtain solutions for the displacements and stresses which are valid throughout the length of the bar. The first problem considered is a pressure shock applied to the end of a constant diameter, semi-infinite bar having a free radial surface. The resulting displacements are compared to Bertholf's numerical work and Miklowitz and Nisewanger's experimental data. The next problem studied is the case of a pressure shock applied to the end of a uniform diameter bar composed of two materials fused together at some point along the bar's length. The continuity conditions on stress and displacement at the material junction are cast in finite difference form to allow the numerical integration of proceed across the material junction. The last problem examined is elastic wave transmission in a bar containing a discontinuity in cross section at some point along its length. The numerical method is used to study the case of a pressure shock applied to either the large or small end of the bar. (Author)

Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1970
Accession Number
AD0716547

Entities

People

  • John Lee Habberstad

Organizations

  • Washington State University

Tags

DTIC Thesaurus Topics

  • Axisymmetric
  • Continuity
  • Diameters
  • Differential Equations
  • Discontinuities
  • Displacement
  • Elastic Waves
  • Equations
  • Equations Of Motion
  • Experimental Data
  • Materials
  • Numerical Integration
  • Wave Propagation
  • Waves

Fields of Study

  • Mathematics

Readers

  • Calculus or Mathematical Analysis
  • Combustion Dynamics and Shock Wave Physics.
  • Structural Dynamics.