This paper is devoted to the analysis of metal forming with assumption of rigid‐plastic behaviour with strain hardening. As opposed to the classical rate problem formulation based on Markov's principle and the explicit scheme, a more satisfactory incremental approach is deduced from Moreau's catching up algorithm. This implicit scheme, although more complicated, gives better results concerning convergence and numerical stability. Using an internal variable representing the strain hardening, an incremental strain energy density is defined which leads to a principle of minimum of the total incremental strain energy. In the numerical approximation using finite elements, the non‐linear equilibrium equations are solved by classical Newton's method. An approximation of Coulomb's criterion is used in order to represent friction with a rigid foundation. The simple compression test is simulated and shows that the implicit scheme is faster than the explicit one.
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1 January 1993
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January 01 1993
RIGID‐PLASTIC IMPLICIT SCHEME FOR NON‐ AND THREE‐DIMENSIONAL ANALYSIS OF METAL FORMING BY FINITE ELEMENT METHOD
G. DE SAXCE;
G. DE SAXCE
Laboratoire de Mécaniques des Matériaux et des Structures, Faculté Polytechnique de Mons, 9 rue de Houdain, B‐7000 Mons, Belgium
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Z.Q. FENG;
Z.Q. FENG
Département de Génie Mécanique, Université de Technologie de Compiègne, BP 649, F‐60206 Compiègne, France
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G. TOUZOT
G. TOUZOT
Département de Génie Mécanique, Université de Technologie de Compiègne, BP 649, F‐60206 Compiègne, France
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1993
Engineering Computations (1993) 10 (1): 49–60.
Citation
DE SAXCE G, FENG Z, TOUZOT G (1993), "RIGID‐PLASTIC IMPLICIT SCHEME FOR NON‐ AND THREE‐DIMENSIONAL ANALYSIS OF METAL FORMING BY FINITE ELEMENT METHOD". Engineering Computations, Vol. 10 No. 1 pp. 49–60, doi: https://doi.org/10.1108/eb023894
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