Abstract
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.
Original language | English |
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Pages (from-to) | 1307-1323 |
Number of pages | 17 |
Journal | Acta Geotechnica |
Volume | 14 |
Issue number | 5 |
DOIs | |
Publication status | Published - 1 Oct 2019 |
Keywords
- FEM
- Granular materials
- Mesoscopic scale
- Micromechanics
- Multi-scale approach
- Second-order work
- Shear band
- Strain localization
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Earth and Planetary Sciences (miscellaneous)