A Matrix‐Free, Scalable, and Robust Implicit Material Point Method

ABSTRACT An implicit material point method is presented using a new dynamic relaxation solver, allowing for a simple and efficient quasi‐static formulation that may be readily implemented in existing explicit‐dynamic codes. The use of dynamic relaxation and aggregation is shown to produce an extremely robust material point method scheme, with good convergence characteristics across a range of challenging problems. A new simple fictitious mass matrix formulation based on estimated wave‐speed is derived and presented, allowing for the trivial restructuring of explicit dynamic codes to implicit to solve quasi‐static problems. Finally, a range of large deformation quasi‐static problems, both elastic and elasto‐plastic, are used to demonstrate the convergence characteristics of the method.

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Publication Details

Journal
International Journal for Numerical Methods in Engineering
Published
2026-07-27
DOI
https://doi.org/10.1002/nme.70384
Primary Topic
Fluid Dynamics Simulations and Interactions
Type
article
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article

A Matrix‐Free, Scalable, and Robust Implicit Material Point Method

William M. Coombs, Ravindra Duddu, Charles E. Augarde, Sam John Vallier Sutcliffe et al.
International Journal for Numerical Methods in Engineering
Fluid Dynamics Simulations and Interactions
article

A Matrix‐Free, Scalable, and Robust Implicit Material Point Method

William M. Coombs, Ravindra Duddu, Charles E. Augarde, Sam John Vallier Sutcliffe, Giuliano Pretti, Wangcheng Zhang
article en

Abstract

ABSTRACT An implicit material point method is presented using a new dynamic relaxation solver, allowing for a simple and efficient quasi‐static formulation that may be readily implemented in existing explicit‐dynamic codes. The use of dynamic relaxation and aggregation is shown to produce an extremely robust material point method scheme, with good convergence characteristics across a range of challenging problems. A new simple fictitious mass matrix formulation based on estimated wave‐speed is derived and presented, allowing for the trivial restructuring of explicit dynamic codes to implicit to solve quasi‐static problems. Finally, a range of large deformation quasi‐static problems, both elastic and elasto‐plastic, are used to demonstrate the convergence characteristics of the method.

International Journal for Numerical Methods in EngineeringVol. 127(14)
University of Toronto (CA), Durham University (GB), Vanderbilt University (US)
Openalex Percentile: Top 10%
Fluid Dynamics Simulations and Interactions
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