ELASTIC STRESS ANALYSIS IN THE END BAYS OF STIFFENED CIRCULAR CYLINDRICAL SHELLS UNDER EXTERNAL HYDROSTATIC PRESSURE.
DAVID TAYLOR MODEL BASIN WASHINGTON D C STRUCTURAL MECHANICS LAB
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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
- Structural Engineering and Building Technology