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Thixoforming : Semi-solid Metal Processing

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232j 7 A Physical and Micromechanical Model for <strong>Semi</strong>-<strong>solid</strong> Behaviour<br />

is found. These results demonstrate the interest in such a modelling for predicting<br />

the behaviour for different <strong>solid</strong> fractions, at least in an intermediate <strong>solid</strong> fraction<br />

range.<br />

7.4.2<br />

Isothermal Non-steady-state Behaviour<br />

Industrial thixoforming is a rapid process and the steady state is actually not achieved<br />

for such mechanical conditions. In this section, we simulate isothermal compression<br />

tests. Now, the evolution of the active <strong>solid</strong> fraction is accounted for by means of<br />

Equation 7.6 in order to capture the transient rheological response. The material<br />

parameters are given in Table 7.2. Note that in this study, we just compare<br />

qualitatively our calculated results with experimental values found in the literature.<br />

Consequently, there is no need to identify the material parameters precisely. Their<br />

values are just taken to be consistent with experiments. For the simulated compression<br />

tests, the ram speed is constant and equal to 500 mm s –1 . The radius and the<br />

height of the initial slug are 15 and 45 mm, respectively. The load–displacement<br />

curves for different <strong>solid</strong> fractions are shown in Figure 7.7. Typically, the load–<br />

displacement curve displays a peak followed by a strong increase in the load, as is<br />

often observed experimentally (Loue et al., 1992; [4, 32, 33]). In addition, in good<br />

agreement with Liu et al. s experiments [34], the model predicts that the height of the<br />

peak falls with decreasing <strong>solid</strong> fraction (or increasing temperature) and the minimum<br />

load before and beyond the peaks also decreases with decreasing <strong>solid</strong> fraction.<br />

The presence of the peak is attributed to the breakdown of the <strong>solid</strong> skeleton. To<br />

understand better the relation between local deformation mechanisms and the<br />

overall response, we analyse the strain rate distribution within the semi-<strong>solid</strong>.<br />

Figure 7.8 shows the evolution of the strain rate within the overall material, the<br />

<strong>solid</strong> particles and the <strong>solid</strong> bonds. The evolution of the <strong>solid</strong> fraction in the active<br />

zone is also given in order to highlight relations between the microstructure and the<br />

deformation mechanisms. At the beginning of the processing, the <strong>solid</strong> network is<br />

highly connected (f s<br />

A;initial ¼ 0.7 in Table 7.2). The magnitudes of the strain rate within<br />

the <strong>solid</strong> bonds and the <strong>solid</strong> particles are not far from each other although it is, as<br />

expected, slightly higher in the active zone. This means that, in this step, the whole<br />

<strong>solid</strong> phase carries the deformation. Since the <strong>solid</strong> bonds are less resistant and more<br />

deformed than the <strong>solid</strong> particles, the strain within the bonds reaches the critical<br />

Table 7.2 Set of parameters used for simulations of isothermal<br />

and non-isothermal compression tests.<br />

Solid Liquid<br />

K s particles K s bonds m s particles ¼<br />

m s bonds<br />

K l<br />

Morphological<br />

pattern<br />

f A f c f s<br />

A;initial<br />

Internal<br />

variable<br />

30 000 Pa 20 000 Pa 0.2 0.8 0.01 0.4 0.7 1<br />

g c

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