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3D DISCRETE DISLOCATION DYNAMICS APPLIED TO ... - NUMODIS

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namics codes into a parallel version, especially in Lawrence Livermore National Laboratory (LLNL)<br />

and University of California in Los Angeles (UCLA). Both of them use the nodal model.<br />

The image stresses due to a <strong>3D</strong> particle were computed using the FEM/DDD coupling code. The<br />

interaction of a dislocation line with a circular cylindrical, spherical and cubical particle with differ-<br />

ing elastic modulus was investigated. The computation method was validated by comparing with<br />

the corresponding analytical solutions. It was shown that the image stresses need to be taken into<br />

account especially in the study of the local events around the particles, e.g. the computation of the<br />

energy state around a particle and the calculation of the creep threshold stresses at high tempera-<br />

tures.<br />

In these modeling, it is necessary to mesh the whole simulation volume because the geometrical<br />

symmetries are broken by the heterogeneous force boundary conditions due to a dislocation. Conse-<br />

quently, the cost of the FEM computation is relatively high both in term of cpu time and required<br />

memory. The force profiles fitted from the computed data can used as approximation solutions of<br />

interactions due to the elastic modulus mismatch. For the dynamics, however, the use of a parallel<br />

finite element method would be of benefit and will be served as a good tool in studying the plasticity<br />

of multilayer films, for example.<br />

The effect of the elastic modulus mismatch is investigated focusing on the flow stress and the<br />

subsequent hardening behavior using the simple geometry involving two particles. The characteris-<br />

tics of the image stresses (short-ranged and paraelastic) generate minor effects on the yield stresses<br />

but significant effects on the work hardening rate. The image stresses are also found to affect sig-<br />

nificantly the local events such as cross slip and climb.<br />

The fatigue simulations are performed using the internal interfaces represented by facets and the<br />

new parallel DDD program. The characters of shearable and non-shearable particles and the par-<br />

ticle’s strength evolution by shearing-off were represented in a simplified manner by adjusting the<br />

strength of the facets.<br />

Major features of the fatigue properties of materials hardened by shearable and non-shearable par-<br />

ticles are well reproduced by the simulations, e.g. microstructure of the intense slip bands, the<br />

cyclic mechanical response and the surface markings. The simulated results were compared with<br />

the available experimental observations, and showed good agreements in a qualitative way. The<br />

151

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