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On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method
International Journal for Numerical and Analytical Methods in Geomechanics, Volume: 44, Issue: 4, Pages: 516 - 532
Swansea University Author:
Yuntian Feng
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DOI (Published version): 10.1002/nag.3035
Abstract
The coupled discrete element method and lattice Boltzmann method (DEMLBM) has increasingly drawn attention of researchers in geomechanics due to its mesoscopic nature since 2000. Immersed boundary method (IBM) and immersed moving boundary (IMB) are two popular schemes for coupling fluid particle in...
Published in: | International Journal for Numerical and Analytical Methods in Geomechanics |
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ISSN: | 0363-9061 1096-9853 |
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Wiley
2020
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URI: | https://cronfa.swan.ac.uk/Record/cronfa52912 |
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v2 52912 2019-12-02 On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method d66794f9c1357969a5badf654f960275 0000-0002-6396-8698 Yuntian Feng Yuntian Feng true false 2019-12-02 CIVL The coupled discrete element method and lattice Boltzmann method (DEMLBM) has increasingly drawn attention of researchers in geomechanics due to its mesoscopic nature since 2000. Immersed boundary method (IBM) and immersed moving boundary (IMB) are two popular schemes for coupling fluid particle in DEMLBM. This work aims at coupling DEM and LBM using the latest IBM algorithm and investigating its accuracy, computational efficiency, and applicability. Two benchmark tests, interstitial fluid flow in an ideal packing and single particle sedimentation in viscous fluid, are carried out to demonstrate the accuracy of IBM through semi‐empirical Ergun equation, finite element method (FEM), and IMB. Then, simulations of particle migration with relatively large velocity in Poiseuille flow are utilized to address limitations of IBM in DEMLBM modeling. In addition, advantages and deficiencies of IBM are discussed and compared with IMB. It is found that the accuracy of IBM can be only guaranteed when sufficient boundary points are used and it is not suitable for geomechanical problems involving large fluid or particle velocity. Journal Article International Journal for Numerical and Analytical Methods in Geomechanics 44 4 516 532 Wiley 0363-9061 1096-9853 1 3 2020 2020-03-01 10.1002/nag.3035 http://dx.doi.org/10.1002/nag.3035 COLLEGE NANME Civil Engineering COLLEGE CODE CIVL Swansea University 2023-06-02T15:30:29.3924046 2019-12-02T09:46:43.4511877 Professional Services Min Wang 0000-0002-4454-2480 1 Yuntian Feng 0000-0002-6396-8698 2 Tongming Qu 0000-0003-3058-8282 3 52912__16005__601349be15004e1b8d3a7a68074fe623.pdf wang2019(5).pdf 2019-12-02T09:48:08.3389218 Output 1353510 application/pdf Accepted Manuscript true 2020-12-16T00:00:00.0000000 true |
title |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
spellingShingle |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method Yuntian Feng |
title_short |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
title_full |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
title_fullStr |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
title_full_unstemmed |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
title_sort |
On the implicit immersed boundary method in coupled discrete element and lattice Boltzmann method |
author_id_str_mv |
d66794f9c1357969a5badf654f960275 |
author_id_fullname_str_mv |
d66794f9c1357969a5badf654f960275_***_Yuntian Feng |
author |
Yuntian Feng |
author2 |
Min Wang Yuntian Feng Tongming Qu |
format |
Journal article |
container_title |
International Journal for Numerical and Analytical Methods in Geomechanics |
container_volume |
44 |
container_issue |
4 |
container_start_page |
516 |
publishDate |
2020 |
institution |
Swansea University |
issn |
0363-9061 1096-9853 |
doi_str_mv |
10.1002/nag.3035 |
publisher |
Wiley |
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Professional Services |
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Professional Services |
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Professional Services |
url |
http://dx.doi.org/10.1002/nag.3035 |
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0 |
description |
The coupled discrete element method and lattice Boltzmann method (DEMLBM) has increasingly drawn attention of researchers in geomechanics due to its mesoscopic nature since 2000. Immersed boundary method (IBM) and immersed moving boundary (IMB) are two popular schemes for coupling fluid particle in DEMLBM. This work aims at coupling DEM and LBM using the latest IBM algorithm and investigating its accuracy, computational efficiency, and applicability. Two benchmark tests, interstitial fluid flow in an ideal packing and single particle sedimentation in viscous fluid, are carried out to demonstrate the accuracy of IBM through semi‐empirical Ergun equation, finite element method (FEM), and IMB. Then, simulations of particle migration with relatively large velocity in Poiseuille flow are utilized to address limitations of IBM in DEMLBM modeling. In addition, advantages and deficiencies of IBM are discussed and compared with IMB. It is found that the accuracy of IBM can be only guaranteed when sufficient boundary points are used and it is not suitable for geomechanical problems involving large fluid or particle velocity. |
published_date |
2020-03-01T15:30:27Z |
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1767601579394859008 |
score |
11.013148 |