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- W51102005 abstract "The general framework for the fully nonlinear analysis of shells is developed using two, low-order, mixed models of the quadrilateral (HMSH5) and triangular (HMSH3) type. An updated-Lagrange description is adopted, and the governing equations are derived based on a consistent linearization of an incremental modified Hellinger-Reissner mixed variational principle with independently-discretized displacement and strain fields. Effective solution algorithms are utilized for updating the element configuration in the presence of large nodal rotations in space, as well as for the “objective” time integration of its spatial stress (strain) fields when finite stretches occur. The results of a number of practical shell applications are also presented." @default.
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- W51102005 date "1990-01-01" @default.
- W51102005 modified "2023-09-23" @default.
- W51102005 title "Analysis of Finitely-Deformed Shells Using Low-Order Mixed Models" @default.
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- W51102005 doi "https://doi.org/10.1007/978-3-642-84045-6_10" @default.
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