Critical Combinations of Longitudinal and Transverse Direct Stress for an Infinitely Long Flat Plate With Edges Elastically Restrained Against Rotation

Abstract

Interaction curves are presented that give the critical combinations of stress for several different degrees of elastic edge restraint including simple support and complete fixity. It was found, by theoretical means, that an appreciable fraction on the critical longitudinal stress may be applied to the plate without any reduction in the transverse compressive stress required for buckling.

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Document Details

Document Type
Technical Report
Publication Date
Nov 01, 1946
Accession Number
ADB816058

Entities

People

  • Charles Libove
  • Manuel Stein
  • S. B. Batdorf

Organizations

  • Langley Research Center

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Aeronautical Laboratories
  • Aeronautics
  • Bending Moments
  • Buckling
  • Coefficients
  • Compression
  • Coordinate Systems
  • Differential Equations
  • Equations
  • Modulus Of Elasticity
  • Rotation
  • Shear Stresses
  • Stiffness
  • Stresses
  • Transverse

Fields of Study

  • Physics

Readers

  • Structural Dynamics.