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Dynamic buckling of shallow spherical caps subjected to a nearly axisymmetric step pressure load

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Author
Burt, John Alan
Date
1971-09
Advisor
Ball, R.E.
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Abstract
The behavior of shallow spherical caps subjected to axisymmetric and nearly axisymmetric step pressure loads is examined using a digital computer program for the geometrically nonlinear analysis of arbitrarily loaded shells of revolution. A criterion for dynamic buckling under the nearly axisymmetric load is proposed and critical buckling pressures are determined for both loading conditions for a large range of cap sizes. The axisymmetric results either compare well with, or are somewhat higher than, previously published theoretical results. For most of the cap sizes the buckling pressures from the asymmetric analysis are new results. A numerical convergence study is conducted to verify the accuracy of the results.
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https://hdl.handle.net/10945/15671
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  • 1. Thesis and Dissertation Collection, all items

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    A digital computer study of the buckling of shallow spherical caps and truncated hemispheres 

    Stilwell, W.C.; Ball, R.E. (1972-06);
    A study of the buckling of thin shells was conducted using a digital computer program for the geometrically nonlinear analysis of arbitrarily loaded shells of revolution. The objective was an evaluation of the program's ...
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    Comparison of approaches for determining the failure of stiffened cylindrical shells 

    Price, David J. (David Joseph) (Monterey California. Naval Postgraduate School, 2002);
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    Dynamic Buckling of Shallow Spherical Shells 

    Ball, R.E.; Burt, J.A. (ASME, 1973-06);
    The dynamic behavior of clamped shallow spherical shells subjected to axisymmetric and nearly axisymmetric step-pressure loads is examined using a digital computer program for the geometrically nonlinear static and dynamic ...
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