Journal
ACTA GEOTECHNICA
Volume 14, Issue 5, Pages 1307-1323Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s11440-018-0717-7
Keywords
FEM; Granular materials; Mesoscopic scale; Micromechanics; Multi-scale approach; Second-order work; Shear band; Strain localization
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Funding
- China Scholarship Council (CSC) [201406250016]
- National Natural Science Foundation of China [51579179]
- Region Pays de la Loire of France (Project RI-ADAPTCLIM)
- French Research Network GeoMech (Multi-physics and Multi-scale Couplings in Geo-environmental Mechanics, GDRI CNRS, 2016-2019)
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A 3D multi-scale approach is presented to investigate the mechanical behavior of a macroscopic specimen consisting of a granular assembly, as a boundary value problem. The core of this approach is a multi-scale coupling, wherein the finite element method is used to solve a boundary value problem and a micromechanically based model is employed as constitutive relationship used at a representative volume element scale. This approach provides a convenient way to link the macroscopic observations with intrinsic microscopic mechanisms. The plane strain triaxial loading condition is selected to simulate the occurrence of strain localization. A series of tests are performed, wherein distinct failure patterns are observed and analyzed. A system of shear band naturally appears in a homogeneous setting specimen. By defining the shear band area, microstructural mechanisms are separately investigated inside and outside the shear band. The normalized second-order work introduced as an indicator of instability occurrence is analyzed not only on the macroscale but also on the micro scale.
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