Wet granule breakage in a breakage only high-hear mixer: Effect of formulation properties on breakage behaviour

Wet granule breakage can occur in the granulation process, particularly in granulators with high agitation forces, such as high-shear mixers. In this paper, the granule breakage is studied in a breakage only high-shear mixer. Granule pellets made from different formulations with precisely controlled porosity and binder saturation were placed in a high-shear mixer in which the bulk medium is a non-granulating cohesive sand mixture. After subjecting the pellets to different mixing time in the granulator, the numbers of whole pellets without breakage are counted and taken as a measure of granule breakage. The experimental results showed that binder saturation, binder viscosity and surface tension as well as the primary powder size have significant influence on granule breakage behaviour. It is postulated that granule breakage is closely related to the granule yield strength, which can be calculated from a simple equation which includes both the capillary and viscous force of the liquid bridges in the granule. The Stokes deformation number calculated from the impact velocity and the granule dynamic strength gives a good prediction of whether the granule of certain formulation will break or not. The model is completely based on the physical properties of the formulations such as binder viscosity, surface tension, binder saturation, granule porosity and particle size as well as particle shape.

[1]  P. Mort,et al.  Critical parameters and limiting conditions in binder granulation of fine powders , 1997 .

[2]  H. Kristensen,et al.  Mechanical properties of moist agglomerates in relation to granulation mechanisms part I. Deformability of moist, densified agglomerates , 1985 .

[3]  James D. Litster,et al.  The Science and Engineering of Granulation Processes , 2004 .

[4]  James D. Litster,et al.  Growth regime map for liquid-bound granules: further development and experimental validation , 2001 .

[5]  H. Vromans,et al.  Relationship between inhomogeneity phenomena and granule growth mechanisms in a high-shear mixer. , 2002, International journal of pharmaceutics.

[6]  James N. Michaels,et al.  Mechanical properties of agglomerates , 2001 .

[7]  S. M. Iveson,et al.  Brittle to plastic transition in the Dynamic mechanical behavior of partially Saturated granular materials , 2004 .

[8]  Gavin K. Reynolds,et al.  Breakage in granulation: A review , 2005 .

[9]  Don W. Green,et al.  Perry's Chemical Engineers' Handbook , 2007 .

[10]  Kalanadh V.S. Sastry,et al.  Similarity size distribution of agglomerates during their growth by coalescence in granulation or green pelletization , 1975 .

[11]  Gavin K. Reynolds,et al.  Chapter 21 Breakage in granulation , 2007 .

[12]  Torben Schæfer,et al.  Mechanical properties of moist agglomerates in relation to granulation mechanisms part II. Effects of particle size distribution , 1985 .

[13]  S. Iveson,et al.  The dynamic strength of partially saturated powder compacts: the effect of liquid properties , 2002 .

[14]  P. Vonk,et al.  Scale-down of a high-shear pelletisation process: flow profile and growth kinetics , 1998 .

[15]  Vincent Girard,et al.  Granule breakage phenomena in a high shear mixer; influence of process and formulation variables and consequences on granule homogeneity , 2003 .

[16]  Helmar Schubert,et al.  Tensile strength of agglomerates , 1975 .