PLASTIC BENDING OF CIRCULAR PLATES SYMMETRICALLY LOADED

Abstract

The small-deflection theory of plates under lateral loads and the laws of the theory of plastic deformations are used in the analysis instead of elastic stress-strain relationships. Four approximate methods are applied to obtain numerical results for a simply supported, uniformly loaded plate. The Sokolovsky method reduces the equations relating the moments, curvatures, and plate loads to 2 simultaneous first-order nonlinear differential equations which are solved numerical integration. The Ilyushin (iteration) method separates a nonlinear second-order differential equation into a linear and nonlinear portion. The effect of the nonlinear portion on the solution is determined by iteration. A third method utilizes the principle of minimum potential energy to estimate the circumferential curvature of the plate, while a fourth method employs the principle of minimum complementary potential energy to estimate the radial bending moment in the plate. The estimates in these 2 methods are evaluated by Galerkin's method. Numerical examples are furnished for each case. A comparison of the first 3 methods is discussed, and applications of the iteration and the potential-energy methods are developed for rectangular plates, but no numerical results are obtained.

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1953
Accession Number
AD0015030

Entities

People

  • Kenneth Merckx

Organizations

  • Stanford University

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Bending Moments
  • Differential Equations
  • Equations
  • Linear Differential Equations
  • Materials
  • Mechanics
  • Nonlinear Differential Equations
  • Numerical Integration
  • Plastic Deformation
  • Plastic Explosives
  • Plastic Flow
  • Plastic Properties
  • Potential Energy
  • Strain Hardening
  • Stress Strain Relations
  • Stresses
  • Variational Principles

Fields of Study

  • Mathematics

Readers

  • Calculus or Mathematical Analysis
  • Structural Dynamics.