4.6 Article

Finite element method-discrete element method bridging coupling for the modeling of gouge

Journal

Publisher

WILEY
DOI: 10.1002/nme.7171

Keywords

discrete element method; finite element methods; granular media; multiscale

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This paper discusses the multiscale modeling of a granular material trapped between continuum elastic domains. The granularity of the granular region is modeled using the discrete element method (DEM), while the elastic regions are represented by two continuum domains using the finite element method (FEM). The paper presents two different strategies for coupling the discrete and continuum domains to properly transmit waves between them. The confinement pressure results in the appearance of ghost forces, which are addressed using overlapping coupling strategies. The paper also compares the performance of the strategies and analyzes the propagation of waves through the interface.
We discuss the multiscale modeling of a granular material trapped between continuum elastic domains. The amorphous granular region, usually termed gouge, is under high confinement pressure, to represent the loading of faults at depth. We model the granularity of gouge using the discrete element method (DEM), while the elastic regions surrounding it are represented with two continuum domains modeled with the finite element method (FEM). We resort to a concurrent coupling of the discrete and continuum domains for a proper transmission of waves between the discrete and continuum domains. The confinement pressure results in the appearance of a new kind of ghost forces, which we address via two different overlapping coupling strategies. The first one is a generalization to granular materials of the bridging method, which was originally introduced to couple continuum domains to regular atomic lattices. This method imposes a strong formulation for the Lagrange constraints at the coupling interface. The second strategy considers a weak formulation. Different DEM samples sizes are tested in order to determine at which scale a convergence of the elastic properties is reached. This scale sets the minimal mesh element size in the DEM/FEM interface necessary to avoid undesirable effects due to an elastic properties mismatch. Then, the two DEM/FEM strategies are compared for a system initially at equilibrium. While the performance of both strategies is adequate, we show that the strong coupling is the most stable one as it generates the least spurious numerical noise. Finally, as a practical example for the strong coupling approach, we analyze the propagation of pressure and shear waves through the FEM/DEM interface and discuss dispersion as function of the incoming wave frequency.

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