4.6 Article

Development and coupling of numerical techniques for modeling micromechanical discrete and continuous media using real particle morphologies

Journal

COMPUTATIONAL PARTICLE MECHANICS
Volume 10, Issue 1, Pages 121-141

Publisher

SPRINGER INT PUBL AG
DOI: 10.1007/s40571-022-00481-x

Keywords

Real particle morphological modeling; Particle packing; Discrete element method; Angle of repose modeling; Micromechanical modeling of asphalt concrete

Ask authors/readers for more resources

The main objective of this research is to model discrete and continuous media using real particle morphologies and couple them to solve engineering problems. Virtual modeling and particle packing methods are employed to achieve efficient geometries.
The main objective of this research is to formulate and couple technologies for modeling discrete and continuous media using real particle morphologies. To that end, two coupled formulations based on virtual modeling technologies of single real particles with another one called real particle packing technique are presented. The first formulation employs Fourier descriptors' theory to virtually achieve the morphology and construct a repository of real particle geometries. The second formulation is a particle packing method, supported by advancing front techniques combined with dynamic methods. This method presents a stochastic formulation and allows the packing of particle systems following continuous, discrete and empirical statistical distributions. The coupling of both techniques is a very efficient tool to achieve discrete or continuous media geometries to solve engineering problems. Three different examples are developed to illustrate the usefulness of the formulations. The first one is a discrete angle-of-repose problem involving clusters of spheres (real particle morphologies are described with groups of spheres); in the second example the same angle-of-repose problem is resolved with real particles. In the third case, which involves continuous medium mechanics, a small-scale road engineering problem is modeled, specifically, the testing of an asphalt concrete.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available