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- W2774103398 abstract "This article presents a geometrically nonlinear formulation of a two node axisymmetric shell element. The geometrically nonlinear formulation is based on the Total Lagrangian approach and the material behavior is assumed to be linearly elastic. The spherical arc-length procedure is used to obtain the pre-buckling, buckling and post-buckling deformation path. Some numerical examples are solved to demonstrate geometrically nonlinear behavior of elastic thin spherical shells subjected to various loads." @default.
- W2774103398 created "2017-12-22" @default.
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- W2774103398 date "2017-01-01" @default.
- W2774103398 modified "2023-09-24" @default.
- W2774103398 title "Geometrically Nonlinear Behavior of Axisymmetric Thin Spherical Shells" @default.
- W2774103398 doi "https://doi.org/10.11648/j.mma.20170206.11" @default.
- W2774103398 hasPublicationYear "2017" @default.
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