Circumventing volumetric locking in explicit material point methods: A simple, efficient, and general approach

Author:

Zhao Yidong1ORCID,Jiang Chenfanfu2,Choo Jinhyun1ORCID

Affiliation:

1. Department of Civil and Environmental Engineering KAIST Daejeon South Korea

2. Department of Mathematics University of California Los Angeles California USA

Abstract

AbstractThe material point method (MPM) is frequently used to simulate large deformations of nearly incompressible materials such as water, rubber, and undrained porous media. However, MPM solutions to nearly incompressible materials are susceptible to volumetric locking, that is, overly stiff behavior with erroneous strain and stress fields. While several approaches have been devised to mitigate volumetric locking in the MPM, they require significant modifications of the existing MPM machinery, often tailored to certain basis functions or material types. In this work, we propose a locking‐mitigation approach featuring an unprecedented combination of simplicity, efficacy, and generality for a family of explicit MPM formulations. The approach combines the assumed deformation gradient () method with a volume‐averaging operation built on the standard particle–grid transfer scheme in the MPM. Upon explicit time integration, this combination yields a new and simple algorithm for updating the deformation gradient, preserving all other MPM procedures. The proposed approach is thus easy to implement, low‐cost, and compatible with the existing machinery in the MPM. Through various types of nearly incompressible problems in solid and fluid mechanics, we verify that the proposed approach efficiently circumvents volumetric locking in the explicit MPM, regardless of the basis functions and material types.

Funder

National Research Foundation of Korea

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A subdivision-stabilized B-spline mixed material point method;Computer Methods in Applied Mechanics and Engineering;2024-01

2. An implicit locking‐free B‐spline Material Point Method for large strain geotechnical modelling;International Journal for Numerical and Analytical Methods in Geomechanics;2023-07-27

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