Nonconforming Dirichlet boundary conditions in implicit material point method by means of penalty augmentation

被引:26
作者
Chandra, Bodhinanda [1 ,2 ]
Singer, Veronika [1 ]
Teschemacher, Tobias [1 ]
Wuechner, Roland [1 ]
Larese, Antonia [3 ]
机构
[1] Tech Univ Munich, Dept Civil Geo & Environm Engn, D-80333 Munich, Germany
[2] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[3] Univ Padua, Dept Math Tullio Levi Civita, I-35121 Padua, Italy
基金
欧盟地平线“2020”;
关键词
Implicit time integration; Material point method; Nonconforming boundary conditions; Penalty method; FINITE-ELEMENT-METHOD; B-REP ANALYSIS; LARGE-DEFORMATION; IMPOSITION; SIMULATION; INSTALLATION; FORMULATION; ALGORITHM; CONTACT; FAILURE;
D O I
10.1007/s11440-020-01123-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In many geomechanics applications, material boundaries are subjected to large displacements and deformation. Under these circumstances, the application of boundary conditions using particle methods, such as the material point method (MPM), becomes a challenging task since material boundaries do not coincide with the background mesh. This paper presents a formulation of penalty augmentation to impose nonhomogeneous, nonconforming Dirichlet boundary conditions in implicit MPM. The penalty augmentation is implemented utilizing boundary particles, which can move either according to or independently from the material deformation. Furthermore, releasing contact boundary condition, as well as the capability to accommodate slip boundaries, is introduced in the current work. The accuracy of the proposed method is assessed in both 2D and 3D cases, by convergence analysis reaching the analytical solution and by comparing the results of nonconforming and classical grid-conforming simulations.
引用
收藏
页码:2315 / 2335
页数:21
相关论文
共 79 条
[51]  
Nairn JA, 2003, CMES-COMP MODEL ENG, V4, P649
[52]  
O nate E., 2018, COMPUT MECH, P1
[53]   THE PARTICLE FINITE ELEMENT METHOD - AN OVERVIEW [J].
Onate, E. ;
Idelsohn, S. R. ;
Del Pin, F. ;
Aubry, R. .
INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2004, 1 (02) :267-307
[54]   LOQUAT: an open-source GPU-accelerated SPH solver for geotechnical modeling [J].
Peng, Chong ;
Wang, Shun ;
Wu, Wei ;
Yu, Hai-sui ;
Wang, Chun ;
Chen, Jian-yu .
ACTA GEOTECHNICA, 2019, 14 (05) :1269-1287
[55]  
Remmerswaal G, 2017, ALERT GEOMATER, V28
[56]   Second-order convected particle domain interpolation (CPDI2) with enrichment for weak discontinuities at material interfaces [J].
Sadeghirad, A. ;
Brannon, R. M. ;
Guilkey, J. E. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2013, 95 (11) :928-952
[57]   A convected particle domain interpolation technique to extend applicability of the material point method for problems involving massive deformations [J].
Sadeghirad, A. ;
Brannon, R. M. ;
Burghardt, J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2011, 86 (12) :1435-1456
[58]   Small and large deformation analysis with the p- and B-spline versions of the Finite Cell Method [J].
Schillinger, Dominik ;
Ruess, Martin ;
Zander, Nils ;
Bazilevs, Yuri ;
Duester, Alexander ;
Rank, Ernst .
COMPUTATIONAL MECHANICS, 2012, 50 (04) :445-478
[59]   A PARTICLE METHOD FOR HISTORY-DEPENDENT MATERIALS [J].
SULSKY, D ;
CHEN, Z ;
SCHREYER, HL .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1994, 118 (1-2) :179-196
[60]   APPLICATION OF A PARTICLE-IN-CELL METHOD TO SOLID MECHANICS [J].
SULSKY, D ;
ZHOU, SJ ;
SCHREYER, HL .
COMPUTER PHYSICS COMMUNICATIONS, 1995, 87 (1-2) :236-252