Dynamic buckling of shallow spherical caps subjected to a nearly axisymmetric step pressure load.
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 axisymmetri...
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| Language: | en_US |
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Monterey, California ; Naval Postgraduate School
2012
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| Online Access: | http://hdl.handle.net/10945/15671 |