ON LINEAR EQUATIONS OF ISOTROPIC ELASTIC PLATES AND SHELLS.

Abstract

A generalized Hamilton's principle and the associated variational equation of motion for nonlinear elasticity theory were given in a previous paper. Presented in this paper is a modified linearized version, from which the corresponding variational principle for an isotropic shell of arbitrary thickness is deduced by means of the series expansion method. The complete system of shell equations are obtained as the Euler equations. These reduce to Mindlin's result for isotropic plates as a special case. When the infinite series is truncated, the first-order approximation yields for the shell the stress equations of motion of the usual type, the strain-displacement relations given previously by Sanders, and, with the exception of those for transverse shearing stresses and strains, the stress-strain relations that are reducible to those given by Reissner. (Author)

Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1964
Accession Number
AD0610139

Entities

People

  • Yi-yuan Yu

Organizations

  • New York University Tandon School of Engineering

Tags

DTIC Thesaurus Topics

  • Differential Equations
  • Equations
  • Equations Of Motion
  • Euler Equations
  • Infinite Series
  • Stress Strain Relations
  • Stresses
  • Variational Equations
  • Variational Principles

Fields of Study

  • Mathematics

Readers

  • Structural Dynamics.