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A tri-dimensional model for the numerical treatment of ductile fracture in dynamics using the Extended Finite Element Method
Louis Scheidt  1, 2, *@  , Jean-Philippe Crété  2@  , Patrice Longère  1@  
1 : Institut Clément Ader  (ICA)
Institut Supérieur de l'Aéronautique et de l'Espace, Institut National des Sciences Appliquées - Toulouse, Université Toulouse III - Paul Sabatier, Centre National de la Recherche Scientifique : UMR5312, IMT École nationale supérieure des Mines d'Albi-Carmaux, Centre National de la Recherche Scientifique
ESPACE CLEMENT ADER - Toulouse Montaudran Aerospace3 rue Caroline Aigle31400 Toulouse CEDEX 04 -  France
2 : Laboratoire QUARTZ  (QUARTZ)
Université Paris 8 Vincennes-Saint-Denis, Ecole Nationale Supérieure de l'Electronique et de ses Applications, ISAE-Supméca Institut Supérieur de Mécanique de Paris
ISAE-Supméca - 3 rue Fernand Hainaut - 93400 Saint-Ouen cedex -  France
* : Corresponding author

Summary

The purpose of this work is to extend the tri-dimensional unified methodology used to reproduce the different phases of ductile fracture proposed by [1] in order to solve transient dynamic problems while treating the effects linked to large deformation. A particular attention will be paid to the mass matrix definition in the context of the extended finite element method (XFEM) as well as the way high strain rates effects are taken into account in the material constitutive behavior. Exemples of simulations using both implicit and explicit integration schemes are presented.

Introduction

It is generally accepted that the ductile fracture process that is initiated within a material more or less lately after the plastic flow start can be divided into 3 phases : (i) diffuse damage by nucleation and growth of voids, (ii) strain localization in a narrow band and (iii) initiation and propagation of a macro-crack. The strain localization process is tentatively put aside in this work, a direct transition between diffuse damage and crack propagation is indeed considered. Such a scenario of the ductile fracture process is similar to the one proposed by [2]. The material is supposed to obey to the micro-porous plasticity model proposed by Gurson and modified by Tvergaard and Needleman [3] and its hardening is represented by a Voce type law. The extended finite element method (XFEM) is used for the numerical treatment of the crack. A lumped mass matrix is generally used to solve dynamic problems, allowing to minimize the computation time by, notably, increasing the stable time increment [4]. A lumping scheme of the mass matrix in the context of the shifted basis of the XFEM [5] is presented with the aim of ensuring the kinetic energy conservation [6].

Validation of the model

The proposed model was implemented via a user element in the commercial finite element computation software Abaqus (UEL or VUEL depending on the integration scheme) and used to carry dynamic tests on CT specimens using both time integration schemes. The results are then compared in term of crack profiles, porosity fields, stiffness evolution and energy balance.

References

[1] A. Kaniadakis JP. Crété and P. Longère. A three-dimensional finite strain volumetric cohesive XFEM-based model for ductile fracture, Engineering Fracture Mechanics, 307 :110275 2024.

[2] F. A. McClintock. A criterion for ductile fracture by the growth of holes, Journal of Applied Mechanics, 35(2) : 363-371, 1968.

[3] V. Tvergaard and A. Needleman. Analysis of the cup-cone fracture in a round tensile bar, Acta Metallurgica, 0001-6160, 1984.

[4] T. Belytschko W. Kam Liu B. Moran and K. Elkhorady Nonlinear Finite Elements for Continua and Structures, 2nd Edition, Wiley, 2013.

[5] Z. Goangseup and T. Beltyschko. New crack-tip elements for XFEM and applications to cohesive cracks, International Journal for Numerical Methods in Engineering, 2221-2240, 2003.

[6] I. Asareh J. Song R. Mullen and Y. Qian. A general mass lumping scheme for the variants of the extended finite element method, International Journal for Numerical Methods in Engineering, 121(10) : 2262–2284, 2020.


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