A study on the uniqueness of the plastic flow direction for granular assemblies of ductile particles using discrete finite-element simulations

被引:21
|
作者
Abdelmoula, Nouha [1 ,2 ]
Harthong, Barthelemy [1 ,2 ]
Imbault, Didier [1 ,2 ]
Doremus, Pierre [1 ,2 ]
机构
[1] Univ Grenoble Alpes, 3SR, F-38000 Grenoble, France
[2] CNRS, 3SR, F-38000 Grenoble, France
关键词
Powder compaction; Granular materials; Deformable particles; Multi-particle finite element method; Yield surfaces; Plastic strain increment vectors; Flow rule postulate; HIGH RELATIVE DENSITIES; POWDER COMPACTION; COMPOSITE POWDERS; YIELD BEHAVIOR; METAL-POWDER; COLD COMPACTION; MODEL; MEDIA; DEFORMATION; SURFACES;
D O I
10.1016/j.jmps.2017.07.021
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The multi-particle finite element method involving assemblies of meshed particles interacting through finite-element contact conditions is adopted to study the plastic flow of a granular material with highly deformable elastic-plastic grains. In particular, it is investigated whether the flow rule postulate applies for such materials. Using a spherical stress probing method, the influence of incremental stress on plastic strain increment vectors was assessed for numerical samples compacted along two different loading paths up to different values of relative density. Results show that the numerical samples studied behave reasonably well according to an associated flow rule, except in the vicinity of the loading point where the influence of the stress increment proved to be very significant. A plausible explanation for the non-uniqueness of the direction of plastic flow is proposed, based on the idea that the resistance of the numerical sample to plastic straining can vary by an order of magnitude depending on the direction of the accumulated stress. The above-mentioned dependency of the direction of plastic flow on the direction of the stress increment was related to the difference in strength between shearing and normal stressing at the scale of contact surfaces between particles. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:142 / 159
页数:18
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