Numéro |
J. Phys. IV France
Volume 134, August 2006
EURODYMAT 2006 - 8th International Conference on Mechanical and Physical Behaviour of Materials under Dynamic Loading
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Page(s) | 293 - 298 | |
DOI | https://doi.org/10.1051/jp4:2006134045 | |
Publié en ligne | 26 juillet 2006 |
J. Cirne, R. Dormeval, et al.
J. Phys. IV France 134 (2006) 293-298
DOI: 10.1051/jp4:2006134045
A physically-based and fully coupled model of elasto-plasticity and damage for dynamic failure in ductile metals
O. Oussouaddi1, L. Campagne2, L. Daridon3 and S. Ahzi41 LMCS, Department of Physics, FSTE, University My Ismaïl, 54200 Errachidia, Morocco
2 GIP-InSIC, 27 rue d'Hellieule, 88100 Saint-Dié-des-Vosges, France
3 LMGC-UMR CNRS 5508, University Montpellier II-CC 048, 34095 Montpellier, France
4 IMFS-UMR 7507, University Louis Pasteur, 2 rue Boussingault, 67000 Strasbourg, France
Published online: 26 July 2006
Abstract
It is well established that spall fracture and other
rapid failures in ductile materials are often dominated by nucleation and
growth of micro-voids. In the present work, a mechanistic model for failure
by cumulative nucleation and growth of voids is fully coupled with the
thermo-elastoplastic constitutive equations of the Mechanical Threshold
Stress (MTS) which is used to model the evolution of the flow stress. The
damage modeling includes both ductile and brittle mechanisms. It accounts
for the effects of inertia, rate sensitivity, fracture surface energy, and
nucleation frequency. The MTS model used for plasticity includes the
superposition of different thermal activation barriers for dislocation
motion. Results obtained in the case of uncoupled and coupled model of
plasticity and damage from the simulations of the planar impact with
cylindrical target, are presented and compared with the experimental results
for OFHC copper. This comparison shows the model capabilities in predicting
the experimentally measured free surface velocity profile as well as the
observed spall and other damage patterns in the material under impact
loading. These results are obtained using the finite element code
Abaqus/Explicit.
© EDP Sciences 2006