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Abstract

In this presentation it is shown that in implicit finite element computations based on material models of evolutionary type the resulting system of non-linear equations is usually not solved by means of the classical Newton-Raphson method which is frequently stated. It is emphasized that the so-called Multilevel-Newton algorithm yields the known local and global schemes of stress or internal variables and nodal displacement computations. (© 2004 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)