Numerical derivation of a normal contact law for compressible plastic particles

被引:5
作者
Edmans, B. D. [1 ]
Sinka, I. C. [1 ]
机构
[1] Univ Leicester, Univ Rd, Leicester LE1 7RH, Leics, England
基金
英国工程与自然科学研究理事会;
关键词
Contact law; Compressible plasticity; Constitutive model; Granule deformation; Finite elements; FINITE-ELEMENT; PHARMACEUTICAL TABLETS; MECHANICAL-PROPERTIES; POWDER COMPACTION; RANDOM PACKING; STRENGTH; BEHAVIOR; SIMULATION; DENSITY;
D O I
10.1016/j.mechmat.2019.103297
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A new contact law is proposed to describe the behaviour of plastically compressible particles. The law was derived from contact simulations in which a general continuum constitutive model, the von Mises Double Cap (VMDC) model, was introduced to represent the particle material behaviour, allowing distinct dilatory, shearing and densification plastic flow regimes. Elastic and plastic properties were prescribed as functions of density. Parametric studies were conducted covering the parameter space of published experimental data for a range of pharmaceutical powders and granules. The analysis showed plastic zones corresponding to the three flow regimes developing within the particle, with size, shape, location and onset conditions being dependent on the strength ratios of the constitutive model. The contact law established combines an initial quasi-linear region followed by an exponential hardening region, arising from the initiation, growth and hardening of plastic zones, and the development of dense and stable loadbearing structures within the particle. The outcome of these studies is a new contact law, relationships for predicting contact law parameters from material parameters for both loading and unloading, and guidelines for the analytical treatment of plastic compressibility in particle contact. The contact law can be employed in discrete element and homogenisation models to predict macroscopic properties of porous granular materials, while the analytical framework and qualitative findings can be used in the design of granules.
引用
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页数:19
相关论文
共 47 条
[1]   Reassessing spherical indentation: Contact regimes and mechanical property extractions [J].
Alcala, J. ;
Esque-de los Ojos, D. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2010, 47 (20) :2714-2732
[2]  
[Anonymous], 1958, Geotechnique, DOI DOI 10.1680/GEOT.1958.8.1.22
[3]  
Barrera-Medrano D, 2007, HANDB POWD TECHNOL, V11, P1189
[4]   Mechanical properties of agglomerates [J].
Bika, DG ;
Gentzler, M ;
Michaels, JN .
POWDER TECHNOLOGY, 2001, 117 (1-2) :98-112
[5]   CAM CLAY PLASTICITY .2. IMPLICIT INTEGRATION OF CONSTITUTIVE EQUATION BASED ON A NONLINEAR ELASTIC STRESS PREDICTOR [J].
BORJA, RI .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 88 (02) :225-240
[6]   A new perspective on the mechanical evaluation of granular material [J].
Chan, Steven H. ;
Wang, Steve S. Y. ;
Lai, Chiajen ;
Grosso, John .
DRUG DEVELOPMENT AND INDUSTRIAL PHARMACY, 2013, 39 (07) :1126-1132
[7]   2ND-GRADIENT CONSTITUTIVE THEORY FOR GRANULAR MATERIAL WITH RANDOM PACKING STRUCTURE [J].
CHANG, CS ;
GAO, J .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (16) :2279-2293
[8]  
Che L., 2017, THESIS
[9]  
Coulomb C., 1776, MEMOIRES MATHEMATIQU
[10]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65