Critical Combinations of Shear and Longitudinal Direct Stress for Long Plates with Transverse Curvature

Abstract

A theoretical solution is presented for the buckling stresses of long plates with transverse curvature loaded in shear and longitudinal direct stress. The theoretical critical-stress combinations for plates having either simple supported or clamped edges are given in figures and tables and a comparison is made with a previous theoretical solution for simple supported plates.

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1947
Accession Number
ADB185622

Entities

People

  • Manuel Stein
  • Murry Schildcrout
  • S. B. Batdorf

Organizations

  • Langley Research Center

Tags

DTIC Thesaurus Topics

  • Aeronautical Laboratories
  • Aeronautics
  • Buckling
  • Coefficients
  • Compression
  • Curvature
  • Deflection
  • Displacement
  • Elastic Properties
  • Equations
  • Experimental Data
  • Geometry
  • Modulus Of Elasticity
  • Shear Stresses
  • Stresses
  • Thickness
  • Transverse

Fields of Study

  • Physics

Readers

  • Structural Dynamics.