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Statements
1981
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isoparametric displacement element
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elasto-plastic large deformation analyses
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degeneration process
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total Lagrangian formulation
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arbitrarily large displacements and rotations
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small strains
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von Mises yield criterion
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isotropic hardening
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numerical integration procedure
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bicubic element
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biquadratic element
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bilinear element
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modified constant-arc- length method by RiksWempner
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nonlinear algebraic equations
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response beyond limit points
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cylindrical panel
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transverse load
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stringer stiffened cylinder
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axial load
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wind-loaded cylindrical shell
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