A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation

As a powerful numerical analysis tool, PFC (Particle Flow Code) is widely applied to investigate the mechanical behavior of rock specimen or rock engineering under different stress states. To match the macroscopic properties of the PFC model with those of the rock, a set of micro-scale parameters of...

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Main Authors: Hao Wu, Bing Dai, Guoyan Zhao, Ying Chen, Yakun Tian
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/9/3221
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spelling doaj-6605ce030ffd4bed8d70630e43ad20f02020-11-25T03:13:30ZengMDPI AGApplied Sciences2076-34172020-05-01103221322110.3390/app10093221A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental ValidationHao Wu0Bing Dai1Guoyan Zhao2Ying Chen3Yakun Tian4School of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources Environment and Safety Engineering, University of South China, Hengyang 421000, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources Environment and Safety Engineering, University of South China, Hengyang 421000, ChinaSchool of Resources Environment and Safety Engineering, University of South China, Hengyang 421000, ChinaAs a powerful numerical analysis tool, PFC (Particle Flow Code) is widely applied to investigate the mechanical behavior of rock specimen or rock engineering under different stress states. To match the macroscopic properties of the PFC model with those of the rock, a set of micro-scale parameters of the model needs to be calibrated. Thus, this paper proposed an optimization method combining Box–Behnken experimental design and desirability function approach to quickly and accurately find the values of the micro-scale parameters. The sensitivity of the main micro-scale parameters (mean value of parallel-bond normal strength <i>σ<sub>c</sub></i>, ratio of particle normal to shear stiffness <i>E</i><sub>c</sub>, and Young’s modulus at each particle–particle contact <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>) and their interactions to the macroscopic responses (uniaxial compressive strength, Young’s modulus, and Poisson’s ratio) were thoroughly analyzed using response surface theory. After that, validation study was conducted on the calibrated model. The results manifest that the uniaxial compressive strength is extremely significantly affected by <i>σ<sub>c</sub></i> and <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>, the Young’s modulus is highly correlated with <i>E</i><sub>c</sub> and <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>, and the Poisson’s ratio is most significantly influenced by <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>. Additionally, the interaction of micro-scale parameters also has different impact upon the responses. Moreover, the simulated crack behavior around differently shaped openings in rock samples under uniaxial compression is found to be well agreeable with the experimental results, which verifies the reliability of the proposed method.https://www.mdpi.com/2076-3417/10/9/3221micro-scale parametersparallel-bond modelparticle flow coderesponse surface methoddesirability functioncrack development
collection DOAJ
language English
format Article
sources DOAJ
author Hao Wu
Bing Dai
Guoyan Zhao
Ying Chen
Yakun Tian
spellingShingle Hao Wu
Bing Dai
Guoyan Zhao
Ying Chen
Yakun Tian
A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
Applied Sciences
micro-scale parameters
parallel-bond model
particle flow code
response surface method
desirability function
crack development
author_facet Hao Wu
Bing Dai
Guoyan Zhao
Ying Chen
Yakun Tian
author_sort Hao Wu
title A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
title_short A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
title_full A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
title_fullStr A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
title_full_unstemmed A Novel Method of Calibrating Micro-Scale Parameters of PFC Model and Experimental Validation
title_sort novel method of calibrating micro-scale parameters of pfc model and experimental validation
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-05-01
description As a powerful numerical analysis tool, PFC (Particle Flow Code) is widely applied to investigate the mechanical behavior of rock specimen or rock engineering under different stress states. To match the macroscopic properties of the PFC model with those of the rock, a set of micro-scale parameters of the model needs to be calibrated. Thus, this paper proposed an optimization method combining Box–Behnken experimental design and desirability function approach to quickly and accurately find the values of the micro-scale parameters. The sensitivity of the main micro-scale parameters (mean value of parallel-bond normal strength <i>σ<sub>c</sub></i>, ratio of particle normal to shear stiffness <i>E</i><sub>c</sub>, and Young’s modulus at each particle–particle contact <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>) and their interactions to the macroscopic responses (uniaxial compressive strength, Young’s modulus, and Poisson’s ratio) were thoroughly analyzed using response surface theory. After that, validation study was conducted on the calibrated model. The results manifest that the uniaxial compressive strength is extremely significantly affected by <i>σ<sub>c</sub></i> and <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>, the Young’s modulus is highly correlated with <i>E</i><sub>c</sub> and <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>, and the Poisson’s ratio is most significantly influenced by <i>k</i><sub>n</sub>/<i>k</i><sub>s</sub>. Additionally, the interaction of micro-scale parameters also has different impact upon the responses. Moreover, the simulated crack behavior around differently shaped openings in rock samples under uniaxial compression is found to be well agreeable with the experimental results, which verifies the reliability of the proposed method.
topic micro-scale parameters
parallel-bond model
particle flow code
response surface method
desirability function
crack development
url https://www.mdpi.com/2076-3417/10/9/3221
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