3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM

A three-dimensional multiple-relaxation-time lattice Boltzmann method (MRT-LBM) with a D3Q27 discrete velocity model is applied for simulation of self-compacting concrete (SCC) flows. In the present study, the SCC is assumed as a non-Newtonian fluid, and a modified Herschel–Bulkley model is used as...

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Main Authors: Liu-Chao Qiu, Yu Han
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/5436020
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author Liu-Chao Qiu
Yu Han
author_facet Liu-Chao Qiu
Yu Han
author_sort Liu-Chao Qiu
collection DOAJ
description A three-dimensional multiple-relaxation-time lattice Boltzmann method (MRT-LBM) with a D3Q27 discrete velocity model is applied for simulation of self-compacting concrete (SCC) flows. In the present study, the SCC is assumed as a non-Newtonian fluid, and a modified Herschel–Bulkley model is used as constitutive mode. The mass tracking algorithm was used for modeling the liquid-gas interface. Two numerical examples of the slump test and enhanced L-box test were performed, and the calculated results are compared with available experiments in literatures. The numerical results demonstrate the capability of the proposed MRT-LBM in modeling of self-compacting concrete flows.
format Article
id doaj-art-2b4a19f4e40243308080f25f36001242
institution Kabale University
issn 1687-8434
1687-8442
language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-2b4a19f4e40243308080f25f360012422025-02-03T06:13:08ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/543602054360203D Simulation of Self-Compacting Concrete Flow Based on MRT-LBMLiu-Chao Qiu0Yu Han1College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, ChinaCollege of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, ChinaA three-dimensional multiple-relaxation-time lattice Boltzmann method (MRT-LBM) with a D3Q27 discrete velocity model is applied for simulation of self-compacting concrete (SCC) flows. In the present study, the SCC is assumed as a non-Newtonian fluid, and a modified Herschel–Bulkley model is used as constitutive mode. The mass tracking algorithm was used for modeling the liquid-gas interface. Two numerical examples of the slump test and enhanced L-box test were performed, and the calculated results are compared with available experiments in literatures. The numerical results demonstrate the capability of the proposed MRT-LBM in modeling of self-compacting concrete flows.http://dx.doi.org/10.1155/2018/5436020
spellingShingle Liu-Chao Qiu
Yu Han
3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
Advances in Materials Science and Engineering
title 3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
title_full 3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
title_fullStr 3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
title_full_unstemmed 3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
title_short 3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM
title_sort 3d simulation of self compacting concrete flow based on mrt lbm
url http://dx.doi.org/10.1155/2018/5436020
work_keys_str_mv AT liuchaoqiu 3dsimulationofselfcompactingconcreteflowbasedonmrtlbm
AT yuhan 3dsimulationofselfcompactingconcreteflowbasedonmrtlbm