On Stretching, Bending, Twisting and Flexure of Cylindrical Shells.

Abstract

The equilibrium differential equations of cylindrical shells, in conjunction with the complementary energy principle, are used for (1) a derivation of constitutive equations for coupled stretching, bending and twisting of thin-walled anisotropic straight beams, and (2) a derivation of influence coefficients for end-loaded cantilever beams, with applications to the problem of shear and twist center location. (Author)

Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1976
Accession Number
ADA025676

Entities

People

  • E. Reissner

Organizations

  • University of California, San Diego

Tags

DTIC Thesaurus Topics

  • Arrhenius Equation
  • Cantilever Beams
  • Coefficients
  • Constitutive Equations
  • Differential Equations
  • Equations
  • Equations Of State
  • Mathematical Analysis
  • Mathematics
  • Partial Differential Equations

Readers

  • Structural Dynamics.