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Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes. - MaRDI portal

Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes. (Q1871057)

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scientific article; zbMATH DE number 1906484
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English
Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes.
scientific article; zbMATH DE number 1906484

    Statements

    Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes. (English)
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    6 May 2003
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    Hourglassing
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    Spurious modes shapes
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    Stabilization
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