Abstract
The stability of a ring confined by a rigid boundary, subjected to circumferential end loads, is investigated both theoretically and experimentally. The effect of initial geometric imperfections on the buckling load is determined by assuming an initial deflection configuration as a simple sine form and the critical condition was derived from equilibrium analysis. An experimental approach was designed to verify the analytical results. Comparison with other theoretical results are also made.
Issue Section:
Research Papers
1.
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,
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,” ASME
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979
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.2.
Chan
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,
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,
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,”
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Hsu
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,
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,” ASME Journal of Applied
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11.
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12.
Timoshenko, S. P., and Gere, J. M., 1961,
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