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):

• Lomacky,Oles

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

Descriptors:

• (*STRESSES
• SHELLS(STRUCTURAL FORMS))
• (*SHELLS(STRUCTURAL FORMS)
• STIFFENED CYLINDERS)
• ELASTIC PROPERTIES
• HYDROSTATIC PRESSURE

Subject Categories:

• Structural Engineering and Building Technology
• Mechanics

Distribution Statement:

APPROVED FOR PUBLIC RELEASE