The title problem is solved in the case where uniform applied loading is present at the plate outer boundary. Two independent solutions are obtained: the optimized Rayleigh-Ritz method and the finite element algorithmic procedure. Good engineering agreement is shown to exist. The proposed analytical
✦ LIBER ✦
Optimal location of a circular support for nonaxisymmetric buckling of annular plates
✍ Scribed by Ü. Lepik
- Publisher
- Springer-Verlag
- Year
- 2002
- Tongue
- English
- Weight
- 192 KB
- Volume
- 23
- Category
- Article
- ISSN
- 1615-1488
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