Multiple-field approach in modeling stability of a cylindrical shell stiffened with frames at external pressure (Q1358381)
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scientific article; zbMATH DE number 1028433
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Multiple-field approach in modeling stability of a cylindrical shell stiffened with frames at external pressure |
scientific article; zbMATH DE number 1028433 |
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Multiple-field approach in modeling stability of a cylindrical shell stiffened with frames at external pressure (English)
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14 October 1997
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For an elastic shell loaded by external pressure and stiffened by frames, the author writes out a differential equation determining the points where stability is lost. One- and two-field models are used to find the critical load.
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lost of stability
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differential equation
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critical load
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