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- W43172144 abstract "This chapter elucidates special methods dealing with the problem of axisymmetric shells. If both the shell and the loading are axisymmetric, it will be found that the elements become one dimensional. This is the simplest type of element. In the first approach to the finite element solution of axisymmetric shells, the elements are simple conical frustra and a direct approach via displacement functions is used. In axisymmetric shells, in common with all other shells, both bending and in-plane or membrane forces occur. These will be specified uniquely in terms of the generalized strains, which now involve extensions and changes in curvatures of the middle surface. If the displacement of each point of the middle surface is specified, such strains and the internal stress resultants, or simply stresses, can be determined by formulae available in standard references dealing with the shell theory." @default.
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- W43172144 date "2005-01-01" @default.
- W43172144 modified "2023-10-16" @default.
- W43172144 title "Curved rods and axisymmetric shells" @default.
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- W43172144 doi "https://doi.org/10.1016/b978-075066431-8.50201-0" @default.
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