4.6 Article

THE AGGREGATED UNFITTED FINITE ELEMENT METHOD ON PARALLEL TREE-BASED ADAPTIVE MESHES

期刊

SIAM JOURNAL ON SCIENTIFIC COMPUTING
卷 43, 期 3, 页码 C203-C234

出版社

SIAM PUBLICATIONS
DOI: 10.1137/20M1344512

关键词

unfitted finite elements; algebraic multigrid; adaptive mesh refinement; forest of trees; high performance scientific computing

资金

  1. European Commission [800898, RTI2018096898-B-I00]
  2. Barcelona Supercomputing Center [FI-2019-1-0007, IM-20192-0007, IM-2019-3-0008]
  3. Australian Government
  4. Catalan Government through an FI fellowship [2019 FI-B2-00090, 2018 FI-B100095, 2017 FI-B-00219]
  5. Spanish Ministry of Economy and Competitiveness through the Severo Ochoa Programme for Centers of Excellence in RD [CEX2018-000797-S]
  6. Secretaria d'Universitats i Recerca of the Catalan Government in the framework of the Beatriu Pinos Program [2016 BP 00145]

向作者/读者索取更多资源

This work introduces an adaptive unfitted finite element scheme on locally adapted Cartesian forest-of-trees meshes, combining aggregated finite element method with parallel adaptive mesh refinement. By proposing a two-step algorithm to construct finite element space, linear constraints on nonconforming meshes are achieved. The resulting scheme demonstrates optimal mesh adaptation capability and parallel efficiency through numerical experiments.
In this work, we present an adaptive unfitted finite element scheme that combines the aggregated finite element method with parallel adaptive mesh refinement. We introduce a novel scalable distributed-memory implementation of the resulting scheme on locally adapted Cartesian forest-of-trees meshes. We propose a two-step algorithm to construct the finite element space at hand by means of a discrete extension operator that carefully mixes aggregation constraints of problematic degrees of freedom, which get rid of the small cut cell problem, and standard hanging degree of freedom constraints, which ensure trace continuity on nonconforming meshes. Following this approach, we derive a finite element space that can be expressed as the original one plus well-defined linear constraints. Moreover, it requires minimum parallelization effort, using standard functionality available in existing large-scale finite element codes. Numerical experiments demonstrate its optimal mesh adaptation capability, robustness to cut location, and parallel efficiency, on classical Poisson hp-adaptivity benchmarks. Our work opens the path to functional and geometrical error-driven dynamic mesh adaptation with the aggregated finite element method in large-scale realistic scenarios. Likewise, it can offer guidance for bridging other scalable unfitted methods and parallel adaptive mesh refinement.

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