• Aucun résultat trouvé

DEM-FEM Multi-scale modelling: overcoming numerical issues

N/A
N/A
Protected

Academic year: 2021

Partager "DEM-FEM Multi-scale modelling: overcoming numerical issues"

Copied!
1
0
0

Texte intégral

(1)

DEM-FEM Multi-scale modelling: overcoming numerical issues

A.Argilaga*, J.Desrues†, S. Dal Pont†, G. Combe† and D. Caillerie†

*† Grenoble-INP, UJF, CNRS UMR5521, Laboratoire 3SR

1301 rue de la piscine, Domaine Universitaire, Saint Martin d’Hères, BP53 38041 Grenoble, Cedex 9, France

Email: albert.argilagaclaramunt@3sr-grenoble.fr

ABSTRACT

The multi-scale FEM-DEM approach is an innovative numerical method for geotechnical problems, using at the same time the Finite Element Method (FEM) at the engineering macro-scale and the Discrete Element Method (DEM) at the scale of the microstructure of the material. The link between scales is made via computational homogenization. In this way, the continuum numerical constitutive law and the corresponding tangent matrix are obtained directly from the discrete response of the microstructure [1,2,3].

In the proposed paper, a variety of operators, rather than the tangent consistent for the Newton-Raphson method, is tested in a challenging attempt to improve the poor convergence performance observed. The independence of the DEM computations is exploited to develop a parallelized code. The non-uniqueness of the solution is an already well known phenomenon in softening materials, but in this case the non-uniqueness results in a loss of objectivity due to the parallelization, this phenomenon is presented and discussed. At the macro level, a second gradient constitutive relation is implemented in order to enrich the first gradient Cauchy relation bringing mesh-independency to the model.

Some results are given exhibiting the above findings with emphasis on aspects related to strain localisation.

REFERENCES

[1] Nitka M., Combe G., Dascalu C., Desrues J. Two-scale modeling of granular materials: a DEM-FEM approach, Granular Matter vol.13 No 3, pp. 277-281, (2011)

[2] Nguyen T.K., Combe G., Caillerie D., Desrues J. FEM x DEM modelling of cohesive granular materials: numerical homogenisation and multi-scale simulation, Acta Geophysica vol.62 No 5, pp. 1109-1126, (2014)

[3] Guo, N., and Jidong Z. A coupled FEM/DEM approach for hierarchical multiscale modelling of granular media. International Journal for Numerical Methods in Engineering 99.11 (2014): 789-818.

Références

Documents relatifs

We first tried to explain the large deviation at small angles by replacing the end portions of the cylindrical layers, reaching the substrate with a vertical orientation and

Mais elle a également un rôle dans l’évaluation pré thérapeutique, puisque les troubles du sommeil, et surtout les troubles du comportement qui leur sont associés, sont une

Actes du XVIe Congrès International de la Société Rencesvals (Granada, 21-25 juillet 2003) Publication date: 2005 Document Version le PDF de l'éditeur Link to publication.. Citation

"Evaluation of a Numerical Modeling Approach based on the Finite Element Method for calculating the Rough Surface Scattering and Emission of a soil layer" IEEE

In this paper, a novel stochastic formulation using smoothed FEM, namely Stochastic Galerkin Cell-based Smoothed Finite Element Method (SGCS-FEM) is presented in detail..

Binary tree storing of bounding volume who encapsulate boundary elements Particle Intersecting boundary element.. THANK YOU FOR

The interface coupling between the Discrete Element Method (DEM) and the Finite Element Method (FEM) is applicable to almost all engineering applications that deal with

Starting from the variational formulation of the eigenvalue problem on the current configuration, derivatives of eigenvalues and eigenshapes can be expressed in