A mixed stabilized MPM formulation for incompressible hyperelastic materials using Variational Subgrid-Scales

The Material Point Method (MPM) stands as a continuum-based particle technique designed for addressing large deformation problems. However, the treatment of incompressible materials using MPM remains underexplored. This study focuses on adapting established techniques from the Finite Element Method (FEM) to address incompressibility within MPM for dynamic hyperelastic problems. Firstly, we introduce a mixed displacement-pressure formulation to tackle incompressibility. Secondly, we employ two different stabilization techniques rooted in the Variational Multiscale Method (VMS) to enable the utilization of equivalent low-order spaces for approximating both primary unknowns. The efficacy of these formulations is compared with alternative stabilization techniques and validated across various two- and three-dimensional benchmark problems to assess its accuracy and robustness.

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Publication Details

Journal
Computer Methods in Applied Mechanics and Engineering
Published
2024-12-21
DOI
https://doi.org/10.1016/j.cma.2024.117621
Citations
6
Primary Topic
Advanced Numerical Methods in Computational Mathematics
Type
article
Field-Weighted Citation Impact
2.25

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article

A mixed stabilized MPM formulation for incompressible hyperelastic materials using Variational Subgrid-Scales

Roland Wüchner, Antonia Larese, Laura Moreno
6 citations
Computer Methods in Applied Mechanics and Engineering
Advanced Numerical Methods in Computational Mathematics
2.25
article

A mixed stabilized MPM formulation for incompressible hyperelastic materials using Variational Subgrid-Scales

Roland Wüchner, Antonia Larese, Laura Moreno
article en
6 citations

Abstract

The Material Point Method (MPM) stands as a continuum-based particle technique designed for addressing large deformation problems. However, the treatment of incompressible materials using MPM remains underexplored. This study focuses on adapting established techniques from the Finite Element Method (FEM) to address incompressibility within MPM for dynamic hyperelastic problems. Firstly, we introduce a mixed displacement-pressure formulation to tackle incompressibility. Secondly, we employ two different stabilization techniques rooted in the Variational Multiscale Method (VMS) to enable the utilization of equivalent low-order spaces for approximating both primary unknowns. The efficacy of these formulations is compared with alternative stabilization techniques and validated across various two- and three-dimensional benchmark problems to assess its accuracy and robustness.

Computer Methods in Applied Mechanics and EngineeringVol. 435
University of Padua (IT), Institute for Advanced Study (DE), Technical University of Munich (DE), Technische Universität Braunschweig (DE)
Deutsche Forschungsgemeinschaft, Ministero dell'Università e della Ricerca, Institute for Advanced Study, Technische Universität München
Openalex Percentile: Top 12%
Advanced Numerical Methods in Computational Mathematics
2.25
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A mixed stabilized MPM formulation for incompressible hyperelastic materials using Variational Subgrid-Scales — Roland Wüchner, Antonia Larese, et al. · Computer Methods in Applied Mechanics and Engineering (2024) | TGRS Research Map | TGRS