Accession Number:

AD0645514

Title:

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

Descriptive Note:

Final rept.,

Corporate Author:

DAVID TAYLOR MODEL BASIN WASHINGTON D C STRUCTURAL MECHANICS LAB

Personal Author(s):

Report Date:

1966-12-01

Pagination or Media Count:

42.0

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

Subject Categories:

  • Structural Engineering and Building Technology
  • Mechanics

Distribution Statement:

APPROVED FOR PUBLIC RELEASE