breakage behavior
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2021 ◽  
Vol 394 ◽  
pp. 533-546
Author(s):  
Yanlong Han ◽  
Gengrun Li ◽  
Fuguo Jia ◽  
Xiangyi Meng ◽  
Yanhao Chu ◽  
...  
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Fluids ◽  
2021 ◽  
Vol 6 (12) ◽  
pp. 424
Author(s):  
Ali Khalifa ◽  
Jasper Gollwitzer ◽  
Michael Breuer

The breakage of agglomerates due to wall impact within a turbulent two-phase flow is studied based on a recently developed model which relies on two artificial neural networks (ANNs). The breakup model is intended for the application within an Euler-Lagrange approach using the point-particle assumption. The ANNs were trained based on comprehensive DEM simulations. In the present study the entire simulation methodology is applied to the flow through two sharp pipe bends considering two different Reynolds numbers. In a first step, the flow structures of the continuous flow arising in both bend configurations are analyzed in detail. In a second step, the breakage behavior of agglomerates consisting of spherical, dry and cohesive silica particles is predicted based on the newly established simulation methodology taking agglomeration, fluid-induced breakage and breakage due to wall impact into account. The latter is found to be the dominant mechanism determining the resulting size distribution at the bend outlet. Since the setups are generic geometries found in dry powder inhalers, important knowledge concerning the effect of the Reynolds number as well as the design type (one-step vs. two-step deflection) can be gained.


2021 ◽  
pp. 100586
Author(s):  
Parisa Rahimzadeh Oskooei ◽  
Alireza Mohammadinia ◽  
Arul Arulrajah ◽  
Suksun Horpibulsuk

2021 ◽  
Vol 133 ◽  
pp. 104075
Author(s):  
Hui Jiang ◽  
Yuan-De Zhou ◽  
Jin-Ting Wang ◽  
Chu-Han Zhang

Author(s):  
Honghua Zhao ◽  
Cong Liu ◽  
Jin Zhang ◽  
Louis Ge

2021 ◽  
Vol 249 ◽  
pp. 07004
Author(s):  
Dazhao Gou ◽  
Xizhong An ◽  
Runyu Yang

Particle breakage during compaction affects compaction behavior and the quality of the formed compact. This work conducted a numerical study based on the discrete element method (DEM) to investigate the effect of particle breakage on compaction dynamics and compact properties, including particle size and density distributions, and pore properties. A force-based breakage criterion and Apollonian sphere packing algorithm were employed to characterize particle breakage behavior. The pore structures of the compacts were characterized by the watershed pore segmentation method. Calibrated with experimental data, the model was able to simulate the stress-strain relation comparable with experimental observation. During compaction, the particles were gradually broken from top to bottom with increasing pressure. Both density and pore size of the compacts had relatively uniform distribution at larger stress, while the pore size decreased sharply when the particles started to break, indicating that the smaller fragments in the compact system have a significant effect on the pore size distribution.


Minerals ◽  
2020 ◽  
Vol 10 (12) ◽  
pp. 1096
Author(s):  
Endene Emmanuel ◽  
Vivi Anggraini ◽  
Agusril Syamsir ◽  
Suvash Chandra Paul ◽  
Afshin Asadi

In this study, we investigated the breakage behavior of a bed of olivine sand particles using a drop-weight impact test, with drop weights of various shapes (oval, cube, and sphere). An Attainable Region (AR) technique, which is a model-free and equipment-independent technique, was then applied to optimize the impact energy during the breakage process and also to get particles in defined particle size classes. The findings revealed that the different drop weights produce products within the three different particle size classes (feed, intermediate, and fine). A higher mass fraction of materials in the fine-sized class (−75 μm) was obtained when the spherical drop weight was used relative to the cubic and oval drop weights. The drop height was found to have a significant influence on the breakage process. The AR technique proved to be a practical approach for optimizing impact energy and particle size during the breakage of a bed of olivine particles, with potential application in sustainable soil stabilization projects.


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