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Near Net Shape Manufacturing of CuCr Vacuum Switching Contacts ...

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Feist, Oberbreyer et al. 17th Plansee Seminar 2009, Vol. 3 WS 15/5<br />

with ρ0 as the reference density <strong>of</strong> the material (i.e. the density <strong>of</strong> the powder in loose packing). Since the<br />

contribution <strong>of</strong> the elastic part in (5) is <strong>of</strong> a few orders less than the one from the plastic part, in general it<br />

can be neglected, such that<br />

Hardening <strong>of</strong> the cap-surface can then be formally defined as<br />

� �<br />

ρ<br />

εv = ln ≈ ε<br />

ρ0<br />

pl<br />

v . (7)<br />

pb = fh (εv) (8)<br />

where fh represents a C 1 -continuous, monotonously increasing hardening function appropriate for describing<br />

the compaction behavior <strong>of</strong> the powder under consideration. In general, power or exponential<br />

type functions can be successfully employed.<br />

It can be seen from experiments that the cap-surface will not keep its shape under compressive loading,<br />

such that the cap-eccentricity parameter R in (1) also has to be made dependent on the volumetric strain.<br />

Furthermore, compaction <strong>of</strong> granular material is accompanied by a significant increase in the strength <strong>of</strong><br />

the material defined by the shear-failure parameters d and β in (3). Hence, parameters R, d and β are<br />

formally related to the volumetric strain and the density <strong>of</strong> the material as<br />

R = fR (εv)<br />

d = fd (εv)<br />

β = fβ (εv). (9)<br />

Appropriate evolution functions must be chosen and their coefficients adapted in order to fit experimental<br />

results for the particular powder under consideration. The evolution <strong>of</strong> the combined DRUCKER-PRAGERcap<br />

surface based on evolution-equations (8) and (9) are shown for an exemplary powder in Fig. 1b.<br />

Together, the convex cap-surface fc = 0 and the shear-failure surface fs = 0 confine the elastic domain<br />

(Fig. 1a). For stress-states within this domain isotropic elastic behavior expressed by the constants<br />

<strong>of</strong> elasticity E and ν is assumed to be valid. In order to be able to numerically capture the elastic springback<br />

taking place during the ejection phase <strong>of</strong> a green compact it is also necessary to describe the densitydependence<br />

<strong>of</strong> the modulus <strong>of</strong> elasticity E again formally expressed in terms <strong>of</strong> the volumetric strain as<br />

Constitutive modeling <strong>of</strong> sintering<br />

E = fE (εv). (10)<br />

Sintering is a heat-treatment process conducted at high-temperatures that causes the powder-particles<br />

within the porous green compact to be bonded together. Since the volume <strong>of</strong> the pores between the powder-particles<br />

is reduced during this process, the material shrinks and consequently its density is increased.<br />

A constitutive model describing the mechanical behavior <strong>of</strong> a solid being sintered for usage in the context<br />

<strong>of</strong> simulations <strong>of</strong> the PM process-chain must be able to reproduce both evolution <strong>of</strong> density and shrinkage<br />

as shown for two different <strong>CuCr</strong>-alloys by results from sintering experiments in Fig. 2. Hence, it is<br />

sufficient to again resort to a purely phenomenological model, which however is derived from a micromechanical<br />

description <strong>of</strong> inter-particle interactions [4, 5].

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