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A nine node finite element for analysis of geometrically non-linear shells - MaRDI portal

A nine node finite element for analysis of geometrically non-linear shells (Q3813397)

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A nine node finite element for analysis of geometrically non-linear shells
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    A nine node finite element for analysis of geometrically non-linear shells (English)
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    1988
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    thin shell structures
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    large deflection
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    degenerate solid shell element
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    Hellinger-Reissner principle
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    independent strain
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    spurious kinematic modes
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    kinematically stable at element level
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    globally stable models
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