Force transmission and anisotropic characteristics of sheared granular materials with rolling resistance

2019 ◽  
Vol 21 (4) ◽  
Author(s):  
Wei Wu ◽  
Gang Ma ◽  
Wei Zhou ◽  
Di Wang ◽  
Xiaolin Chang
2021 ◽  
Vol 118 (38) ◽  
pp. e2107965118
Author(s):  
Filip Elekes ◽  
Eric J. R. Parteli

The angle of repose—i.e., the angle θr between the sloping side of a heap of particles and the horizontal—provides one of the most important observables characterizing the packing and flowability of a granular material. However, this angle is determined by still poorly understood particle-scale processes, as the interactions between particles in the heap cause resistance to roll and slide under the action of gravity. A theoretical expression that predicts θr as a function of particle size and gravity would have impact in the engineering, environmental, and planetary sciences. Here we present such an expression, which we have derived from particle-based numerical simulations that account for both sliding and rolling resistance, as well as for nonbonded attractive particle–particle interactions (van der Waals). Our expression is simple and reproduces the angle of repose of experimental conical heaps as a function of particle size, as well as θr obtained from our simulations with gravity from 0.06 to 100 times that of Earth. Furthermore, we find that heaps undergo a transition from conical to irregular shape when the cohesive to gravitational force ratio exceeds a critical value, thus providing a proxy for particle-scale interactions from heap morphology.


2003 ◽  
Vol 182 (3-4) ◽  
pp. 274-303 ◽  
Author(s):  
Junfei Geng ◽  
G. Reydellet ◽  
E. Clément ◽  
R.P. Behringer

2017 ◽  
Vol 905 ◽  
pp. 190-195
Author(s):  
Christopher M. Wensrich ◽  
Erich H. Kisi ◽  
Vladimir Luzin ◽  
Oliver Kirstein ◽  
Alexander L. Smith ◽  
...  

Granular materials demonstrate unique mechanical properties stemming from their discrete nature. At large length scales granular assemblies are often viewed from the perspective of continuum theory where they show complex behaviour such as elastic and plastic anisotropy related to the load and deformation history. This complex behaviour is inextricably linked to the micromechanics of load sharing and force transmission at the particle level. At these scales, bulk stress is not shared homogeneously between particles, but rather by a network of `force chains' that form a skeleton supporting the vast majority of the applied load. The formation and failure of these structures govern much of the bulk behaviour of these materials. Neutron diffraction techniques are now providing a window into the mechanics of granular materials at both bulk and particle scales. Through a combination of tomographic neutron imaging and diffraction based strain measurement it is now possible to directly examine the stress within individual particles in granular assemblies. Results of these experiments in two and three dimensions are presented and the outlook for this approach to studying the mechanics of granular materials is discussed.


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