TY - JOUR
T1 - Performance study of iterative Bayesian filtering to develop an efficient calibration framework for DEM
AU - Hartmann, Philipp
AU - Cheng, Hongyang
AU - Thoeni, Klaus
N1 - Funding Information:
The authors would like to acknowledge the financial support of the Australian Research Council (DP190102407). The support of the HPC facilities of the University of Newcastle is also gratefully acknowledged. In particular, the first author would like to thank Mr Aaron Scott for his technical assistance with the usage of the HPC facilities and AWS.
Funding Information:
The authors would like to acknowledge the financial support of the Australian Research Council ( DP190102407 ). The support of the HPC facilities of the University of Newcastle is also gratefully acknowledged. In particular, the first author would like to thank Mr Aaron Scott for his technical assistance with the usage of the HPC facilities and AWS.
Publisher Copyright:
© 2021 The Authors
PY - 2022/1
Y1 - 2022/1
N2 - This work presents an efficient probabilistic framework for the Bayesian calibration of micro-mechanical parameters for Discrete Element Method (DEM) modelling. Firstly, the superior behaviour of the iterative Bayesian filter over the sequential Monte Carlo filter for calibrating micro-mechanical parameters is shown. The linear contact model with rolling resistance is used for simulating the triaxial responses of Toyoura sand under different confining pressures. Secondly, synthetic data from DEM simulations of triaxial compression are used to assess the reliability of iterative Bayesian filtering with respect to the user-defined parameters, such as the number of samples and predefined parameter ranges. Excellent calibration results with errors between 1 and 2% are obtained when the number of samples is chosen high enough. It is crucial that the sample size is representative for the distribution of individual parameters within the predefined parameter ranges. The wider the ranges, the more samples are required. The investigation also shows the necessity of including both stress and strain histories, at certain confidence levels, for estimation of the correct mechanical responses, especially the correct fabric responses. Finally, based on the findings of this work a fully-automated open-source calibration tool is developed and demonstrated for selected stress paths.
AB - This work presents an efficient probabilistic framework for the Bayesian calibration of micro-mechanical parameters for Discrete Element Method (DEM) modelling. Firstly, the superior behaviour of the iterative Bayesian filter over the sequential Monte Carlo filter for calibrating micro-mechanical parameters is shown. The linear contact model with rolling resistance is used for simulating the triaxial responses of Toyoura sand under different confining pressures. Secondly, synthetic data from DEM simulations of triaxial compression are used to assess the reliability of iterative Bayesian filtering with respect to the user-defined parameters, such as the number of samples and predefined parameter ranges. Excellent calibration results with errors between 1 and 2% are obtained when the number of samples is chosen high enough. It is crucial that the sample size is representative for the distribution of individual parameters within the predefined parameter ranges. The wider the ranges, the more samples are required. The investigation also shows the necessity of including both stress and strain histories, at certain confidence levels, for estimation of the correct mechanical responses, especially the correct fabric responses. Finally, based on the findings of this work a fully-automated open-source calibration tool is developed and demonstrated for selected stress paths.
KW - Bayesian calibration
KW - Convergence
KW - Discrete Element Method (DEM)
KW - Machine learning
KW - Multi-objective optimisation
KW - Triaxial compression
KW - UT-Hybrid-D
UR - http://www.scopus.com/inward/record.url?scp=85117167302&partnerID=8YFLogxK
U2 - 10.1016/j.compgeo.2021.104491
DO - 10.1016/j.compgeo.2021.104491
M3 - Article
AN - SCOPUS:85117167302
SN - 0266-352X
VL - 141
JO - Computers and Geotechnics
JF - Computers and Geotechnics
M1 - 104491
ER -