Large deflection analysis of thin elastic shells by a hybrid stress method (Q3823210)

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Large deflection analysis of thin elastic shells by a hybrid stress method
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    Large deflection analysis of thin elastic shells by a hybrid stress method (English)
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    1988
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    incremental complementary energy principle
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    geometrical nonlinear analysis
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    plates
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    inconsistent model
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    stress equilibrium equation
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    three node
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    15 degree of freedom
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    triangular shallow shell element
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    updated Lagrangian coordinate system
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