Rheology of cohesive granular particles under constant pressure
arXiv:1712.06226 · doi:10.7566/JPSJ.87.094802
Abstract
The rheology of cohesive granular materials, under a constant pressure condition, is studied using molecular dynamics simulations. Depending on the shear rate, pressure, and interparticle cohesiveness, the system exhibits four distinctive phases: uniform shear, oscillation, shear-banding, and clustering. The friction coefficient is found to increase with the inertial number, irrespective of the cohesiveness. The friction coefficient becomes larger for strong cohesion. This trend is explained by the anisotropies of the coordination number and angular distribution of the interparticle forces. In particular, we demonstrate that the second-nearest neighbors play a role in the rheology of cohesive systems.
11 pages, 15 figures
References in corpus (11)
- Wet Granular Materials
- Non-local rheology in dense granular flows -- Revisiting the concept of fluidity
- Enskog Theory for Polydisperse Granular Mixtures. I. Navier-Stokes order Transport
- Enskog Theory for Polydisperse Granular Mixtures II. Sonine Polynomial Approximation
- Unified Theory of Inertial Granular Flows and Non-Brownian Suspensions
- The jamming transition and new percolation universality classes in particulate systems with attraction
- Transport properties of dense dissipitive hard-sphere fluids for arbitrary energy loss models
- Well-posed continuum equations for granular flow with compressibility and -rheology
- Criticality and Scaling Relations in a Sheared Granular Material
- Athermal rheology of weakly attractive soft particles
- Rheology of dilute cohesive granular gases