TY - JOUR
T1 - A coarse grain model with parameter scaling of adhesion forces from liquid bridge forces and JKR theory in the discrete element method
AU - Kosaku, Yoshihiro
AU - Tsunazawa, Yuki
AU - Tokoro, Chiharu
N1 - Funding Information:
Part of this work was performed at the Waseda Research Institute for Science and Engineering and Research Organization for Open Innovation Strategy, Waseda University. We thank Mark Kurban from Edanz (https://www.jp.edanz.com/ac) for editing a draft of this paper.
Publisher Copyright:
© 2022 Elsevier Ltd
PY - 2023/3/15
Y1 - 2023/3/15
N2 - The discrete element method (DEM) is a reliable tool for analyzing powder processes. However, the DEM is problematic for fine particle simulations owing to its huge computational cost. Coarse grain models, where multiple original particles are replaced with one large particle, are a promising solution. In such a model, scaling laws for forces acting on a coarse-grained particle are used to make its behaviors match the behaviors of the original particles. While various scaling laws have been proposed, there is not enough insight into combining several scaling laws and the relationship between scaled parameters. This study newly proposes a coarse grain model with a systematic parameter scaling law for adhesion forces, especially liquid bridge forces. Simulation results are compared with experimental results. Good agreements are achieved for macroscopic particle behaviors such as cascading angles and lifted heights. The adequacy of the proposed coarse grain model is also verified. The behaviors of the coarse-grained particles well match the corresponding behaviors of the original particles. Consequently, this study demonstrates the superiority of the coarse grain model by comparing its results with those obtained without the model.
AB - The discrete element method (DEM) is a reliable tool for analyzing powder processes. However, the DEM is problematic for fine particle simulations owing to its huge computational cost. Coarse grain models, where multiple original particles are replaced with one large particle, are a promising solution. In such a model, scaling laws for forces acting on a coarse-grained particle are used to make its behaviors match the behaviors of the original particles. While various scaling laws have been proposed, there is not enough insight into combining several scaling laws and the relationship between scaled parameters. This study newly proposes a coarse grain model with a systematic parameter scaling law for adhesion forces, especially liquid bridge forces. Simulation results are compared with experimental results. Good agreements are achieved for macroscopic particle behaviors such as cascading angles and lifted heights. The adequacy of the proposed coarse grain model is also verified. The behaviors of the coarse-grained particles well match the corresponding behaviors of the original particles. Consequently, this study demonstrates the superiority of the coarse grain model by comparing its results with those obtained without the model.
KW - Coarse grain model
KW - Discrete element method
KW - JKR theory
KW - Liquid bridge force
KW - Scaling law
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U2 - 10.1016/j.ces.2022.118428
DO - 10.1016/j.ces.2022.118428
M3 - Article
AN - SCOPUS:85146009932
SN - 0009-2509
VL - 268
JO - Chemical Engineering Science
JF - Chemical Engineering Science
M1 - 118428
ER -