The method of multiple scales applied to the nonlinear stability problem of a truncated shallow spehrical shell of variable thickness with the large geometrical parameter (Q1596410)
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scientific article; zbMATH DE number 1743633
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | The method of multiple scales applied to the nonlinear stability problem of a truncated shallow spehrical shell of variable thickness with the large geometrical parameter |
scientific article; zbMATH DE number 1743633 |
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The method of multiple scales applied to the nonlinear stability problem of a truncated shallow spehrical shell of variable thickness with the large geometrical parameter (English)
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2 July 2002
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By means of a modified multiple scales method, the author investigates the nonlinear bending of a truncated shallow spherical shell of variable thickness with a nondeformable rigid body at the center under uniform pressure combined with a concentrated load. For large values of a geometric parameter uniformly valid asymptotic solutions are obtained with estimated remainder terms.
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truncated shallow spherical shell
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nonlinear bending
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multiple scales method
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concentrated load
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asymptotic solutions
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0.883564293384552
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0.8654894828796387
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0.8638867735862732
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0.8638867735862732
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