Elastic and Maximum Strength Analyses of Postbuckled Rectangular Plates Based Upon Modified Versions of Reissner's Variational Principle

Abstract

The postbuckling and maximum strength analyses are discussed of uniformly shortened, simply supported rectangular plates with straight, unloaded edges are performed by using Reissner's variational principle in conjunction with a deformation the

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Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1970
Accession Number
AD0872821

Entities

People

  • Edward Nelson
  • Jean Mayers

Organizations

  • Stanford University

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Army Aviation
  • Aspect Ratio
  • Bending Stress
  • Curvature
  • Equations
  • Euler Equations
  • Experimental Data
  • Geometry
  • Government Procurement
  • Governments
  • Mechanics
  • Modulus Of Elasticity
  • Potential Energy
  • Stress Strain Relations
  • Stresses
  • Variational Principles
  • Waveforms

Fields of Study

  • Physics

Readers

  • Structural Dynamics.