The simulation of vast numbers of rigid bodies of non‐analytical shapes and of tremendously different sizes that collide with each other is computationally challenging. A bottleneck is the identification of all particle contact points per time step. We propose a tree‐based multilevel meta data structure to administer the particles. The data structure plus a purpose‐made tree traversal identifying the contact points introduce concurrency to the particle comparisons, whilst they keep the absolute number of particle‐to‐particle comparisons low. Furthermore, a novel adaptivity criterion allows explicit time stepping to work with comparably large time steps. It optimises both toward low algorithmic complexity per time step and low numbers of tim...
peer reviewedThis paper presents the enhanced design of the Discrete Particle Method (DPM), a simul...
International audienceThe present paper studies two particle management strategies for dynamically a...
Granular materials are important for many different disciplines, e.g. geomechanics, civil engineerin...
The simulation of large numbers of rigid bodies of non-analytical shapes or vastly varying sizes whi...
Simulations of many rigid bodies colliding with each other sometimes yield particularly interesting ...
We present a novel DEM (discrete element method) code with explicit time stepping. DEM codes simulat...
This paper discusses the implementation of particle based numerical methods on multi-core machines. ...
Many particle simulations today rely on spherical or analytical particle shape descriptions. They fi...
In this talk, we will give an overview of the main techniques used for the parallelization of numeri...
We present a version of the Discrete Element Method considering the particles as rigid polyhedra. Th...
In numerous industrial applications there is the need to realistically model granular material. For ...
Introduction: Two basic types of simulations exist for modeling systems of many particles: grid-base...
Anisotropic mesh adaptation is a powerful way to directly minimise the computational cost of mesh ba...
The present paper studies two particle management strategies for dynamically adaptive Cartesian grid...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
peer reviewedThis paper presents the enhanced design of the Discrete Particle Method (DPM), a simul...
International audienceThe present paper studies two particle management strategies for dynamically a...
Granular materials are important for many different disciplines, e.g. geomechanics, civil engineerin...
The simulation of large numbers of rigid bodies of non-analytical shapes or vastly varying sizes whi...
Simulations of many rigid bodies colliding with each other sometimes yield particularly interesting ...
We present a novel DEM (discrete element method) code with explicit time stepping. DEM codes simulat...
This paper discusses the implementation of particle based numerical methods on multi-core machines. ...
Many particle simulations today rely on spherical or analytical particle shape descriptions. They fi...
In this talk, we will give an overview of the main techniques used for the parallelization of numeri...
We present a version of the Discrete Element Method considering the particles as rigid polyhedra. Th...
In numerous industrial applications there is the need to realistically model granular material. For ...
Introduction: Two basic types of simulations exist for modeling systems of many particles: grid-base...
Anisotropic mesh adaptation is a powerful way to directly minimise the computational cost of mesh ba...
The present paper studies two particle management strategies for dynamically adaptive Cartesian grid...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
peer reviewedThis paper presents the enhanced design of the Discrete Particle Method (DPM), a simul...
International audienceThe present paper studies two particle management strategies for dynamically a...
Granular materials are important for many different disciplines, e.g. geomechanics, civil engineerin...