ELASTIC STRESS ANALYSIS IN THE END BAYS OF STIFFENED CIRCULAR CYLINDRICAL SHELLS UNDER EXTERNAL HYDROSTATIC PRESSURE.

Abstract

A method of elastic stress analysis for ring-stiffened circular cylindrical shells with linearly varying tapered insert at the deep frame is presented. The analysis is based on Fourier series expansion and an analogy to beam-columns on elastic foundation. In addition, the experimental data obtained from machined models are in good agreement with the theoretical results. (Author)

Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1966
Accession Number
AD0645514

Entities

People

  • Oles Lomacky

Tags

DTIC Thesaurus Topics

  • Agreements
  • Dynamic Pressure
  • Experimental Data
  • Fourier Series
  • Hydrostatic Pressure
  • Mathematical Analysis
  • Mathematics
  • Mechanical Properties
  • Mechanics
  • Sequences
  • Sequences (Mathematics)
  • Series (Mathematics)
  • Stress Analysis
  • Stresses

Fields of Study

  • Physics

Readers

  • Structural Dynamics.