The constitutive behaviour of strong cohesive particulate gels in compression
A.A. Aziz, R. Buscall, R. de Kretzer, M. Kristjansson, P. J. Scales,, A.D. Stickland, H-E Teo, S. P. Usher, K. Keiding

TL;DR
This paper evaluates a simple constitutive model for the compressional strength of cohesive particulate gels, emphasizing the importance of wall adhesion and elastic-plastic duality in understanding gel consolidation.
Contribution
It introduces a combined elastic and wall debonding model to better describe the compressional behavior of cohesive gels, addressing previous neglect of wall adhesion effects.
Findings
Wall adhesion significantly affects gel consolidation behavior.
Elastic-plastic duality can be explained by concentration-dependent modulus.
A combined model improves understanding of gel strength and failure.
Abstract
A simple and popular constitutive model used to describe the compressional strength of a consolidating strongly cohesive particulate gel is tested further with new experimental data. Strong cohesive particulate gels have variously been described as being ratchet (poro) elastic, on the one hand, and as having a yield stress in compression, on the other, to the point where same groups of workers have used both descriptions at one time or another. The dichotomy is real though as such gels do show a hitherto somewhat puzzling elastic-plastic duality. This can be explained in part by the strong concentration dependence of the modulus since this leads to irreversible volumetric strain-hardening, in effect, the ratchet; but only in small part. The real problem seems to be that, until very recently, most work on consolidation has neglected what what Michaels and Bolger told us to do over 50…
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Taxonomy
TopicsGranular flow and fluidized beds · Rheology and Fluid Dynamics Studies · Elasticity and Material Modeling
