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- W2000664026 abstract "In Parts 1 and 2, we determined optimal forms of shallow shells with respect to vibration and stability, respectively. In this final part, we consider a given load and find the shell form for which the volume between the base plane and the deflected shell is a maximum. As before, the shell is assumed to be thin, elastic, and axisymmetric, with a given circular boundary that is either clamped or simply supported. The material, surface area, and uniform thickness of the shell are specified. Both uniformly distributed loads and concentrated central loads are treated. In the numerical results, the maximum enclosed volume is on the order of 10 percent higher than that for the corresponding spherical shell." @default.
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- W2000664026 date "1984-09-01" @default.
- W2000664026 modified "2023-10-18" @default.
- W2000664026 title "Optimal Forms of Shallow Shells With Circular Boundary, Part 3: Maximum Enclosed Volume" @default.
- W2000664026 doi "https://doi.org/10.1115/1.3167670" @default.
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