2011
DOI: 10.1016/j.jmps.2010.10.009
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Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics

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Cited by 168 publications
(89 citation statements)
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“…Special focus has been placed on developing effective ways to link the microscopic origins and mechanisms of granular media with their overall mechanical behavior, or so-called micro-macro bridging through homogenization techniques [10,11]. The concept and the methodology are further extended to a hierarchical cross-scale framework [12,13,14] to solve true boundary value problems (BVPs) where the macroscopic responses are homogenized from microscopic discrete data, thus the constitutive law is no longer required. In line with this, the study is devoted to develop a crossscale modeling framework for granular material modeling.…”
Section: Introductionmentioning
confidence: 99%
“…Special focus has been placed on developing effective ways to link the microscopic origins and mechanisms of granular media with their overall mechanical behavior, or so-called micro-macro bridging through homogenization techniques [10,11]. The concept and the methodology are further extended to a hierarchical cross-scale framework [12,13,14] to solve true boundary value problems (BVPs) where the macroscopic responses are homogenized from microscopic discrete data, thus the constitutive law is no longer required. In line with this, the study is devoted to develop a crossscale modeling framework for granular material modeling.…”
Section: Introductionmentioning
confidence: 99%
“…This requires the computation of the effective macroscopic stress tensorP, calculated from expression (14) via the boundary forces acting on the granular micro-structure, but circumvents the additional computation of the (computationally expensive) constitutive tangent matrix typically required in implicit time marching schemes. Correspondingly, the macro-scale balance equation, originally given by relation (18), takes the form…”
Section: Dynamic Relaxationmentioning
confidence: 99%
“…In [16] this framework is applied for developing multi-scale insights into classical geomechanical problems, such as retaining wall and footing problems. Coupled FEM-DEM approaches are commonly validated by analysing the macroscopic structural response in experimental tests typical for granular media, such as a biaxial compression test [11,15,[17][18][19], a slope stability test [20], or a (cyclic) shear test [15].…”
Section: Introductionmentioning
confidence: 99%
“…Traditionally, many relevant studies have been carried out based on experiments or continuum modeling [39,40]. The trend in methodology on this topic has recently shifted to combined, multiple approaches including advanced experimental tools such as X-Ray CT [41] and discrete element methods or computational multiscale modeling approaches [26,42]. Hadda et al [43] employed the discrete element method to examine particle-level energy decomposition in relation with their signature contributions to macroscopic failure modes including shear banding and diffuse failure.…”
Section: Rotation Breakage Failure and Aggregationmentioning
confidence: 99%