Geometrically nonlinear formulation for the axi-symmetric transition finite elements (Q3657557)
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| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Geometrically nonlinear formulation for the axi-symmetric transition finite elements |
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Geometrically nonlinear formulation for the axi-symmetric transition finite elements (English)
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1983
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geometrically nonlinear formulation
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axi-symmetric transition finite elements
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total Lagrangian approach
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axi-symmetric solids
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axi-symmetric shells
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eliminated restriction on magnitude of rotations for shell nodes of transition element
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true nonlinear functions of nodal rotations
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element displacement field
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selection of different stress and strain components at integration points does not effect overall linear response of element
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select appropriate components of stresses and strains
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accurate
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converging
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numerical examples
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