DEM calibration of cohesive material in the ring shear test by applying a genetic algorithm framework

被引:48
作者
Mohajeri, M. Javad [1 ]
Do, Huy Q. [1 ,2 ]
Schott, Dingena L. [1 ]
机构
[1] Delft Univ Technol, Delft, Netherlands
[2] Singapore Univ Technol & Design, Singapore, Singapore
关键词
Ring shear test; DEM calibration; Pre-consolidation; Cohesive material; Genetic algorithm (GA); Multi-objective optimization; DISCRETE ELEMENT METHOD; MODEL PARAMETERS; SIMULATIONS; VALIDATION; FLOW; DYNAMICS; BEHAVIOR; CONTACT; POWDERS;
D O I
10.1016/j.apt.2020.02.019
中图分类号
TQ [化学工业];
学科分类号
081705 [工业催化];
摘要
This research demonstrates capturing different stress states and history dependency in a cohesive bulk material by DEM simulations. An automated calibration procedure, based on the Non-dominated Sorting Genetic Algorithm, is applied. It searches for the appropriate simulation parameters of an Elasto-Plastic Adhesive contact model such that its response is best fitted to the shear stress measured in experiments. Using this calibration procedure, the optimal set of DEM input parameters are successfully found to reproduce the measured shear stresses of the cohesive coal sample in two different pre-consolidation levels. The calibrated simulation resembles the stress history dependent values of shear stress, bulk density and wall friction. Through the case study of the ring shear tester, this research demonstrates the robustness and accuracy of the calibration framework using multi-objective optimization on multi-variable calibration problems irrespective of the chosen contact model. (C) 2020 The Society of Powder Technology Japan. Published by Elsevier B.V. and The Society of Powder Technology Japan. All rights reserved.
引用
收藏
页码:1838 / 1850
页数:13
相关论文
共 66 条
[1]
Assessment of rolling resistance models in discrete element simulations [J].
Ai, Jun ;
Chen, Jian-Fei ;
Rotter, J. Michael ;
Ooi, Jin Y. .
POWDER TECHNOLOGY, 2011, 206 (03) :269-282
[2]
The combined effect of clay and moisture content on the behavior of remolded unsaturated soils [J].
Al-Shayea, NA .
ENGINEERING GEOLOGY, 2001, 62 (04) :319-342
[3]
Americal Society for Testing and Materials, 2016, D6773 AM SOC TEST MA, P1, DOI [DOI 10.1520/D6773-16.2, 10.1520/D6773-16.2]
[4]
[Anonymous], 2008, ASTM D 6773
[5]
[Anonymous], 2004, STAND TEST METH PART
[6]
[Anonymous], 2012, A Guidebook to Particle Size Analysis
[7]
[Anonymous], 2014, Design of Experiments for Engineers and Scientists, DOI DOI 10.1016/C2012-0-03558-2
[8]
Evaluation of link-track performances using DEM [J].
Asaf, Z ;
Rubinstein, D ;
Shmulevich, I .
JOURNAL OF TERRAMECHANICS, 2006, 43 (02) :141-161
[9]
Baran O, 2009, AIP CONF PROC, V1145, P409, DOI 10.1063/1.3179948
[10]
Identification of DEM simulation parameters by Artificial Neural Networks and bulk experiments [J].
Benvenuti, L. ;
Kloss, C. ;
Pirker, S. .
POWDER TECHNOLOGY, 2016, 291 :456-465