Multiscale modeling of thermo-mechanical responses of granular materials: A hierarchical continuum–discrete coupling approach

A hierarchical multiscale coupling of the finite element method (FEM) and the discrete element method (DEM) is proposed to model coupled thermo-mechanical behavior of granular materials. The DEM is employed to model the thermo-mechanical responses of a representative volume element (RVE, a granular...

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Published inComputer methods in applied mechanics and engineering Vol. 367; p. 113100
Main Authors Zhao, Shiwei, Zhao, Jidong, Lai, Yuanming
Format Journal Article
LanguageEnglish
Published Amsterdam Elsevier B.V 01.08.2020
Elsevier BV
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Abstract A hierarchical multiscale coupling of the finite element method (FEM) and the discrete element method (DEM) is proposed to model coupled thermo-mechanical behavior of granular materials. The DEM is employed to model the thermo-mechanical responses of a representative volume element (RVE, a granular assembly) embedded at a Gauss (quadrature) point of the FEM. The material responses derived from each Gauss point feed two superimposed FEMs to find global solutions subject to two concurrent boundary value problems (BVPs), i.e., heat conduction and mechanical deformation. The two concurrent FEMs exchange information on temperature change and fabric variation at their commonly shared Gauss points. The proposed approach is benchmarked by two examples of transient and steady-state thermal conduction where analytical solutions are available. It is further applied to investigating the thermo-mechanical responses of confined granular columns under cyclic thermal loads with emphasis placed on the effect of boundary condition and inherent anisotropy of a granular column. The proposed approach offers a novel multiscale pathway to model thermo-mechanical responses of granular media based on sound physics. •We propose a hierarchical approach for thermo-mechanical behavior of granular media.•The thermo-mechanical model seamlessly couples the thermal and mechanical effect.•The homogenized RVE thermo-mechanical response serves as the constitutive relation.•The thermo-mechanical BVPs are solved by dual FEMs at the macroscopic scale.•Benchmark and demos are provided for the proposed multiscale approach.
AbstractList A hierarchical multiscale coupling of the finite element method (FEM) and the discrete element method (DEM) is proposed to model coupled thermo-mechanical behavior of granular materials. The DEM is employed to model the thermo-mechanical responses of a representative volume element (RVE, a granular assembly) embedded at a Gauss (quadrature) point of the FEM. The material responses derived from each Gauss point feed two superimposed FEMs to find global solutions subject to two concurrent boundary value problems (BVPs), i.e., heat conduction and mechanical deformation. The two concurrent FEMs exchange information on temperature change and fabric variation at their commonly shared Gauss points. The proposed approach is benchmarked by two examples of transient and steady-state thermal conduction where analytical solutions are available. It is further applied to investigating the thermo-mechanical responses of confined granular columns under cyclic thermal loads with emphasis placed on the effect of boundary condition and inherent anisotropy of a granular column. The proposed approach offers a novel multiscale pathway to model thermo-mechanical responses of granular media based on sound physics.
A hierarchical multiscale coupling of the finite element method (FEM) and the discrete element method (DEM) is proposed to model coupled thermo-mechanical behavior of granular materials. The DEM is employed to model the thermo-mechanical responses of a representative volume element (RVE, a granular assembly) embedded at a Gauss (quadrature) point of the FEM. The material responses derived from each Gauss point feed two superimposed FEMs to find global solutions subject to two concurrent boundary value problems (BVPs), i.e., heat conduction and mechanical deformation. The two concurrent FEMs exchange information on temperature change and fabric variation at their commonly shared Gauss points. The proposed approach is benchmarked by two examples of transient and steady-state thermal conduction where analytical solutions are available. It is further applied to investigating the thermo-mechanical responses of confined granular columns under cyclic thermal loads with emphasis placed on the effect of boundary condition and inherent anisotropy of a granular column. The proposed approach offers a novel multiscale pathway to model thermo-mechanical responses of granular media based on sound physics. •We propose a hierarchical approach for thermo-mechanical behavior of granular media.•The thermo-mechanical model seamlessly couples the thermal and mechanical effect.•The homogenized RVE thermo-mechanical response serves as the constitutive relation.•The thermo-mechanical BVPs are solved by dual FEMs at the macroscopic scale.•Benchmark and demos are provided for the proposed multiscale approach.
ArticleNumber 113100
Author Zhao, Shiwei
Zhao, Jidong
Lai, Yuanming
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  givenname: Yuanming
  surname: Lai
  fullname: Lai, Yuanming
  organization: State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, China
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Granular materials
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Snippet A hierarchical multiscale coupling of the finite element method (FEM) and the discrete element method (DEM) is proposed to model coupled thermo-mechanical...
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StartPage 113100
SubjectTerms Anisotropy
Boundary conditions
Boundary value problems
Columns (structural)
Conduction heating
Conductive heat transfer
Coupling
Cyclic loads
Discrete element method
Exact solutions
FEM–DEM coupling
Finite element method
Granular materials
Granular media
Heat exchange
Mathematical models
Mechanical properties
Multiscale analysis
Multiscale modeling
Quadratures
Thermal analysis
Thermo-mechanical problem
Thermomechanical properties
Title Multiscale modeling of thermo-mechanical responses of granular materials: A hierarchical continuum–discrete coupling approach
URI https://dx.doi.org/10.1016/j.cma.2020.113100
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Volume 367
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