RPIM-RITSS Method for Large Deformation Analysis Using ABAQUS

被引:3
作者
Li, Chunlei [1 ]
Yu, Long [1 ]
Kong, Xianjing
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
关键词
Radial point interpolation method (RPIM); Remeshing and interpolation technique with small strain (RITSS); Large deformation; Finite-element analysis; Geotechnical engineering; ABAQUS; FINITE-ELEMENT-METHOD; MATERIAL POINT METHOD; BOUNDARY-CONDITIONS; DRAG ANCHOR; PENETRATION; SOIL; SIMULATION; BEHAVIOR; IMPLEMENTATION; RECOVERY;
D O I
10.1061/IJGNAI.GMENG-8049
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In the standard Lagrangian finite-element framework, the "remeshing and interpolation technique with the small strain" (RITSS) method has been applied increasingly in geotechnical engineering. However, the mapping algorithm of the RITSS method suffers from either the onerous division of unique element, such as the modified unique element divisional method, or frequent mapping of the stress and other information between integration points and nodes, resulting in the loss of precision, such as superconvergent patch recovery (SPR) and recovery by equilibration of patches. In this study, within the original RITSS, the radial point interpolation method (RPIM) mapping algorithm is implemented to improve accuracy and convenience. The RPIM-RITSS method is integrated into the ABAQUS (6.14) commercial software package. With a master Python script, the whole analysis process is performed automatically and continuously without any intervention from the user. The efficiency and robustness of the RPIM-RITSS method are verified through three numerical examples: penetration of the strip footing, the pullout and the rotation of the anchor plate, and deep penetration of the T-Bar. Consequently, the RPIM-RITSS method is an alternative, powerful, and easily extensible way to tackle large deformation problems in geotechnical engineering.
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页数:10
相关论文
共 59 条
[2]   B-spline based boundary conditions in the material point method [J].
Bing, Y. ;
Cortis, M. ;
Charlton, T. J. ;
Coombs, W. M. ;
Augarde, C. E. .
COMPUTERS & STRUCTURES, 2019, 212 :257-274
[3]  
Boroomand B, 1997, INT J NUMER METH ENG, V40, P3247, DOI 10.1002/(SICI)1097-0207(19970915)40:17<3247::AID-NME211>3.0.CO
[4]  
2-Z
[5]   Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model [J].
Bui, Ha H. ;
Fukagawa, Ryoichi ;
Sako, Kazunari ;
Ohno, Shintaro .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2008, 32 (12) :1537-1570
[6]   The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines [J].
Chatterjee, S. ;
Randolph, M. F. ;
White, D. J. .
GEOTECHNIQUE, 2012, 62 (07) :573-582
[7]   A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures [J].
Chen, Kai ;
Zou, Degao ;
Kong, Xianjing ;
Chan, Andrew ;
Hu, Zhiqiang .
COMPUTERS AND GEOTECHNICS, 2017, 82 :201-210
[8]  
Clough Ray W., 1960, P 2 ASCE C EL COMP 1
[9]   Imposition of essential boundary conditions in the material point method [J].
Cortis, Michael ;
Coombs, William ;
Augarde, Charles ;
Brown, Michael ;
Brennan, Andrew ;
Robinson, Scott .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2018, 113 (01) :130-152
[10]   Investigation of impact forces on pipeline by submarine landslide using material point method [J].
Dong, Youkou ;
Wang, Dong ;
Randolph, Mark F. .
OCEAN ENGINEERING, 2017, 146 :21-28