DYNAMIC RESPONSE OF ORTHOTROPIC PLASTIC CYLINDRICAL SHELLS UNDER RADIAL PRESSURES.

Abstract

The dynamic response of orthotropic circular cylindrical shells subjected to exponentially decaying uniform radial pressures is considered. The initial values of the pressures applied are slightly larger than the corresponding static collapse pressures of the shells obtained on the basis of Trescas yield criterion. The maximum kinematically admissible deflections for a cantilever shell as well as a shell clamped at both ends are presented for various values of the shell parameter. (Author)

Document Details

Document Type
Technical Report
Publication Date
Mar 01, 1966
Accession Number
AD0635940

Entities

People

  • B. Venkatraman
  • Sharad A. Patel

Organizations

  • New York University Tandon School of Engineering

Tags

DTIC Thesaurus Topics

  • Collapse
  • Deflection
  • Dynamic Response
  • Failure (Mechanics)

Fields of Study

  • Physics

Readers

  • Structural Dynamics.