Starting from the kinematics integral equation, which can be considered as
a formal exact solution of the elasto-plastic homogenisation problem, a new
version of the self consistent modelling is proposed. Three methods of act
ive slip system selection are introduced and implemented in the self consis
tent code.
The predicted results as well as the calculation times are compared for dif
ferent methods. The time of calculation strongly depends on the criterion u
sed to select active systems. The ratio of five is found between the two ex
treme results. The developed model allows one to determine the overall elas
to-plastic properties of the polycrystalline material but also the internal
structure evolution described in the model by the grain shape, crystallogr
aphic lattice orientation, second order internal stresses and critical reso
lved shear stress for all slip systems.