An optimal-transport finite-particle method for driven mass diffusion

We formulate a finite-particle method of mass transport that accounts for general mixed boundary conditions. The particle method couples a geometrically-exact treatment of advection; Wasserstein gradient-flow dynamics; and a Kullback–Leibler representation of the entropy. General boundary conditions are enforced by introducing an adsorption/depletion layer at the boundary wherein particles are added or removed as dictated by the boundary conditions. We demonstrate the range and scope of the method through a number of examples of application, including absorption of particles into a sphere and flow through pipes of square and circular cross section, with and without occlusions. In all cases, the solution is observed to converge weakly, or in the sense of local averages.

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Publication Details

Journal
Computer Methods in Applied Mechanics and Engineering
Published
2025-04-24
DOI
https://doi.org/10.1016/j.cma.2025.118013
Primary Topic
Fluid Dynamics Simulations and Interactions
Type
article
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article

An optimal-transport finite-particle method for driven mass diffusion

Anna Pandolfi, M. Ortíz, Ignacio Romero
2 links
Computer Methods in Applied Mechanics and Engineering
Fluid Dynamics Simulations and Interactions
article

An optimal-transport finite-particle method for driven mass diffusion

Anna Pandolfi, M. Ortíz, Ignacio Romero
article en

Abstract

We formulate a finite-particle method of mass transport that accounts for general mixed boundary conditions. The particle method couples a geometrically-exact treatment of advection; Wasserstein gradient-flow dynamics; and a Kullback–Leibler representation of the entropy. General boundary conditions are enforced by introducing an adsorption/depletion layer at the boundary wherein particles are added or removed as dictated by the boundary conditions. We demonstrate the range and scope of the method through a number of examples of application, including absorption of particles into a sphere and flow through pipes of square and circular cross section, with and without occlusions. In all cases, the solution is observed to converge weakly, or in the sense of local averages.

Computer Methods in Applied Mechanics and EngineeringVol. 442
California Institute of Technology (US), IMDEA Materials (ES), Universidad Politécnica de Madrid (ES), Politecnico di Milano (IT)
Openalex Percentile: Top 91%
Fluid Dynamics Simulations and Interactions
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