Material point method after 25 years: Theory, implementation, and applications

被引:126
作者
de Vaucorbeil, Alban [1 ,2 ]
Vinh Phu Nguyen [3 ]
Sinaie, Sina [4 ]
Wu, Jian Ying [5 ]
机构
[1] Monash Univ, Dept Mat Sci & Engn, Clayton, Vic, Australia
[2] Deakin Univ, Inst Frontier Mat, Geelong, Vic, Australia
[3] Monash Univ, Dept Civil Engn, Clayton, Vic, Australia
[4] Univ Melbourne, Melbourne Sch Engn, Melbourne eRes Grp Comp & Informat Syst, Melbourne, Vic, Australia
[5] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou, Peoples R China
来源
ADVANCES IN APPLIED MECHANICS, VOL 53 | 2020年 / 53卷
基金
中国国家自然科学基金; 澳大利亚研究理事会;
关键词
SMOOTHED PARTICLE HYDRODYNAMICS; FINITE-ELEMENT-METHOD; IN-CELL METHOD; IMPLICIT TIME INTEGRATION; MODEL-BASED SIMULATION; LARGE-DEFORMATION; MESHLESS METHODS; APPROXIMATION SCHEMES; MULTISCALE SIMULATION; INCOMPRESSIBLE FLOWS;
D O I
10.1016/bs.aams.2019.11.001
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
It has been 25 years since Sulsky and her coworkers developed the first version of the material point method (MPM): a quasi particle method to solve continuum mechanics problems. In the MPM, the continua are discretized by Lagrangian particles moving over a fixed Eulerian background grid. As a result, large deformation and contact can be treated effortlessly. Since then, many improved instances of the MPM have been developed and the MPM has found applications in many fields from geoengineering to movie industry. As the MPM has now been matured and a large body of literature on it exists, it is a good time to ponder and reflect on the developments of the method to date. To this end, this manuscript provides a concise introduction to the MPM, covering theory, implementation, and applications. All the algorithms required to have a working MPM implementation for the simulations of solids, fluids, and their interactions are provided. We have coded these algorithms in in-house open source programs and used them to study the performance of different MPM variants for large deformation solid mechanics problems. These problems exhibit large plastic deformation, fractures and contacts. Convergence of different MPMs (CPDI, GIMP, B-splines, total Lagrangian MPM, improved MPMs) are studied. Furthermore, MPM formulations for fluids/gases and heat conduction are also covered. Potential areas for improvement on the method have been identified. The paper is the first review of the MPM and presents a state of the art of the current MPM literature covering 339 references.
引用
收藏
页码:185 / 398
页数:214
相关论文
共 345 条
[1]   Material Point Method for Coupled Hydromechanical Problems [J].
Abe, Keita ;
Soga, Kenichi ;
Bandara, Samila .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (03)
[2]   Modeling of the interaction of rigid wheels with dry granular media [J].
Agarwal, Shashank ;
Senatore, Carmine ;
Zhang, Tingnan ;
Kingsbury, Mark ;
Iagnemma, Karl ;
Goldman, Daniel, I ;
Kamrin, Ken .
JOURNAL OF TERRAMECHANICS, 2019, 85 :1-14
[3]  
al Kafaji Issam KJ., 2013, Formulation of a dynamic material point method (MPM) for geomechanical problems
[4]  
Alonso E, 2019, The Material Point Method for Geotechnical Engineering: A Practical Guide
[5]   Application of material point methods for cutting process simulations [J].
Ambati, Ravindra ;
Pan, Xiaofei ;
Yuan, Huang ;
Zhang, Xiong .
COMPUTATIONAL MATERIALS SCIENCE, 2012, 57 :102-110
[6]   Analysis of spatial interpolation in the material-point method [J].
Andersen, S. ;
Andersen, L. .
COMPUTERS & STRUCTURES, 2010, 88 (7-8) :506-518
[7]   Modelling of landslides with the material-point method [J].
Andersen, S. ;
Andersen, L. .
COMPUTATIONAL GEOSCIENCES, 2010, 14 (01) :137-147
[8]  
Andersen S., 2009, Ph.D. thesis
[9]  
Anderson CharlesE., 1987, INT J IMPACT ENG, V5, P33, DOI DOI 10.1016/0734-743X(87)90029-7
[10]  
[Anonymous], 2017, ACM T GRAPHIC, DOI DOI 10.1145/3072959.3073623