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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
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
Distribution Statement:
APPROVED FOR PUBLIC RELEASE