Identification of DEM simulation parameters by Artificial Neural Networks and bulk experiments

被引:148
作者
Benvenuti, L. [1 ]
Kloss, C. [2 ]
Pirker, S. [1 ]
机构
[1] Johannes Kepler Univ Linz, Dept Particulate Flow Modelling, Altenbergerstr 69, A-4040 Linz, Austria
[2] DCS Comp GmbH, Altenbergerstr 66a,Sci Pk, A-4040 Linz, Austria
关键词
Discrete Element Method (DEM) simulations; Parameter identification; Artificial neural networks; PARTICLE-SHAPE; PREDICTION; MODELS; ANN; VALIDATION; BEHAVIOR;
D O I
10.1016/j.powtec.2016.01.003
中图分类号
TQ [化学工业];
学科分类号
081705 [工业催化];
摘要
In Discrete Element Method (DEM) simulations, particle-particle contact laws determine the macroscopic simulation results. Particle-based contact laws, in turn, commonly rely on semi-empirical parameters which are difficult to obtain by direct microscopic measurements. In this study, we present a method for the identification of DEM simulation parameters that uses artificial neural networks to link macroscopic experimental results to microscopic numerical parameters. In the first step, a series of DEM simulations with varying simulation parameters is used to train a feed-forward artificial neural network by backward-propagation reinforcement. In the second step, this artificial neural network is used to predict the macroscopic ensemble behaviour in relation to additional sets of particle based simulation parameters. Thus, a comprehensive database is obtained which links particle-based simulation parameters to specific macroscopic bulk behaviours of the ensemble. The trained artificial neural network is able to predict the behaviours of additional sets of input parameters accurately and highly efficiently. Furthermore, this method can be used generically to identify DEM material parameters. For each set of calibration experiments, the neural network needs to be trained only once. After the training, the neural network provides a generic link between the macroscopic experimental results and the microscopic DEM simulation parameters. Based on these experiments, the DEM simulation parameters of any given non-cohesive granular material can be identified. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:456 / 465
页数:10
相关论文
共 36 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]
Aigner A, 2013, PARTICLE-BASED METHODS III: FUNDAMENTALS AND APPLICATIONS, P335
[3]
DEM validation using an annular shear cell [J].
Alenzi, A. ;
Marinack, M. ;
Higgs, C. F. ;
McCarthy, J. J. .
POWDER TECHNOLOGY, 2013, 248 :131-142
[4]
[Anonymous], 2005, DATA MINING
[5]
[Anonymous], 2010, Verification and Validation in Scientific Computing, DOI DOI 10.1017/CBO9780511760396
[6]
An integrated mechanistic-neural network modelling for granular systems [J].
Antony, SJ ;
Zhou, CH ;
Wang, X .
APPLIED MATHEMATICAL MODELLING, 2006, 30 (01) :116-128
[7]
Baranau V., 2014, RANDOM CLOSE PACKING
[8]
Baranau V., 2013, PORE SIZE ENTROPY RA
[9]
Barrasso D., 2014, CHEM ENG SCI
[10]
Benvenuti L, 2014, CFD 2014 P