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The dynamic behavior of granular materials has importance to a variety of engineering applications.
The present Bayesian framework provides robust predictions for the behavior of granular materials using DEM simulations.
Predictions in the behavior of granular materials using Discrete Element Methods (DEM) hinge on the employed interaction potentials.
Although the mechanical behavior of granular materials of various types have been studied extensively for several decades, the dynamic behavior of such materials remains poorly understood.
The discrete element method (DEM) is a numerical technique specifically designed for the simulation of the mechanical behavior of granular materials (e.g., granular food or pharmaceutical products).
Information on the shear deformation behavior of granular materials is required in various engineering applications, such as geotechnical, pharmaceutical, detergent, metals, ceramic, and food industries.
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The method was first proposed by Cundall and Strack [9] and was proven to be efficient in capturing the behavior of granular material.
The engineering behaviors of granular materials has been proven to be influenced by particle roundness.
Currently, the discrete element method (DEM) has been accepted as an effective approach to investigate the mechanical behaviors of granular materials.
Since FC stability is ensured by the confining structures surrounding them, these confining structures must be quantitatively characterized to investigate the moving pattern of FCs and significant mechanical behaviors of granular materials.
A series of numerical drained tests have been performed to study the macroscopic and microscopic behaviors of granular materials prepared by three different techniques (isotropic compression, tamping, and dry pluviation).
More suggestions(16)
behavior of layered materials
behavior of incompressible materials
behavior of viscoelastic materials
behavior of granular composites
behavior of pure materials
behavior of hydrogel materials
behavior of granular soils
behavior of different materials
behavior of granular mixtures
behavior of molecular materials
behavior of fibrous materials
behavior of granular explosives
behavior of staggered materials
behavior of bulk materials
behavior of important materials
behavior of elastic materials
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