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- W1985536752 abstract "Based on the incremental non-linear theory of solid bodies and the Hellinger-Reissncr principle, a mixed updated Lagrangian formulation of the large displacement motion of solid bodies is derived, and an associated mixed finite element model is developed. The model contains the displacements and stresses as the nodal degrees of freedom. The model is used for the large deformation elasto-plastic analysis of plane problems. In solving non-linear problems, the Newton-Raphson method with arc-length control is adopted to trace the post-buckling response. The computational steps to calculate the elasto-plastic stress increments at Gauss points in the elasto-plastic analysis by the present mixed model are described in detail. Numerical results are presented and compared with those of the displacement model and existing solutions to show the accuracy of the present mixed model in the large deformation elasto-plastic analysis of plane problems." @default.
- W1985536752 created "2016-06-24" @default.
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- W1985536752 date "1992-06-30" @default.
- W1985536752 modified "2023-09-26" @default.
- W1985536752 title "A mixed finite element formulation for non-linear analysis of plane problems" @default.
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- W1985536752 doi "https://doi.org/10.1002/nme.1620330811" @default.
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