The flowability of the sample mixtures is then characterized in the light of elastic-plastic particle contact deformation theory [Tomas, 2000] based on the concept of steady state yield locus. Finally, Unconfined Yield Strengths (σc) of the given samples are evaluated solely on the basis of material characteristic parameters namely angle of internal friction (φi), stationary angle of friction (φst), iso-static tensile strength of an unconsolidated powder (σ0) along with characteristic pre-consolidation influence (σM,st) and subsequently predicted flow functions (ffc) are compared with those evaluated experimentally. It is observed that addition of fines to coarser particles start affecting flow properties (φe-φi), φi and σ0 only after there are sufficient inter particle deformable contacts between fine particles depending upon the material hardness as shown in following figure. Effect of fines becomes negligible after coarser particles get completely embedded by fine particles.
Ref.: Tomas, J., (2000), KONA Powder & Particle, no.18, pp.157.

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