Dynamics of Initially Stressed Hyperelastic Solids.

Abstract

This report presents a linear, three-dimensional theory for the incremental motion of initially stressed, hyperelastic solids. The magnitude of the initial deformation and the form of the strain energy density function are both arbitrary except for the usual restrictions placed on them by the principles of mechanics and thermodynamics. A variational approach, using Hamilton's Principle, is used to derive the equations of motion and the proper natural boundary conditions for the incremental motion. This approach yields a variational principle which, because of its scalar form, can be used to derive the appropriate equations in any particular coordinate system. This variational principle also provides a framework for the systematic development of special, approximate theories, for the incremental motion of rods, beams, plates, shells, etc. In addition to the general theory, the report presents a resolution of the forced, incremental motion problem of hyperelastic solids of bounded extent. The investigation concludes with two applications: (a) The solid subjected to initial hydrostatic pressure, and (b) the theory of the initially stressed beam.

Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1976
Accession Number
ADA025127

Entities

People

  • Herbert Reismann
  • Peter S. Pawlik

Organizations

  • University at Buffalo

Tags

DTIC Thesaurus Topics

  • Boundaries
  • Coordinate Systems
  • Differential Equations
  • Dynamics
  • Equations
  • Equations Of Motion
  • Equations Of State
  • Fluid Mechanics
  • Hydrostatic Pressure
  • Mathematics
  • Mechanics
  • Physics
  • Statics
  • Three Dimensional
  • Variational Principles

Readers

  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)
  • Theoretical Analysis.