A hybrid/mixed model finite element analysis for buckling of moderately thick plates (Q3950102)

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A hybrid/mixed model finite element analysis for buckling of moderately thick plates
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    A hybrid/mixed model finite element analysis for buckling of moderately thick plates (English)
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    1982
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    hybrid/mixed model
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    two modified complementary energy principles
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    C-0 fields
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    fields of moment and deflection
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    second order homogeneous differential equation
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    can both be considered as independent
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    satisfy the equilibrium equation
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