Impact dynamics and power-law scaling behavior of wet agglomerates

被引:0
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作者
Thanh-Trung Vo
Cuong T. Nguyen
Trung-Kien Nguyen
Van My Nguyen
Thi Lo Vu
机构
[1] Danang Architecture University,Bridge and Road Department
[2] Phenikaa University,Faculty of Vehicle and Energy Engineering
[3] Phenikaa Research and Technology Institute (PRATI),Faculty of Building and Industrial Construction
[4] National University of Civil Engineering,Faculty of Road and Bridge Engineering
[5] University of Science and Technology – The University of Danang,Division of Computational Mathematics and Engineering, Institute for Computational Science
[6] Ton Duc Thang University,Faculty of Civil Engineering
[7] Ton Duc Thang University,undefined
来源
关键词
Granular matter; Agglomerate; Discrete element method; Impact; Capillary number; Stokes number;
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学科分类号
摘要
We investigate the impact dynamics of a single wet agglomerate composed of primary spherical particles impacting a flat plane by using three-dimensional discrete element method simulations. The primary particle is assumed to be rigid and interacted with its near-neighboring particles by introducing approximate analytical expressions of capillary cohesion forces and lubrication forces induced from the liquid in addition to their elastic and frictional interactions. The paper analyzes the mechanical strength, the deformation, and the connectivity of wet particle agglomerate during the impact as well as in its early-stage impact and the final-stage deposition. We show that the mechanical strength, deformation, and connectivity of granule strongly depend on the key parameters (the liquid–vapor surface tension, the liquid viscosity, and the impact speed of agglomerate). In particular, the early-stage strength and the height of wet agglomerate at its final-stage deposition nicely behave as a function of the Capillary–Stokes inertial number that combines the Capillary number and Stokes number, and the macroscopic strength of the agglomerate at its early-stage impact has the microscopic origin from the normal compressive forces between primary particles. These observations are consistent that represent the relationship between the rheological properties and the liquid properties and the impact conditions of wet granular materials.
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页码:537 / 550
页数:13
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