Particle finite element method implementation for large deformation analysis using Abaqus

In this study, a simple PFEM approach for analyzing large deformation problems in geotechnical practice is implemented in the commercial FEM package Abaqus. The main feature of the proposed Abaqus-PFEM approach lies in its capability to absorb the advantages of the functionality available in Abaqus...

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Veröffentlicht in:	Acta geotechnica Jg. 16; H. 8; S. 2449 - 2462
Hauptverfasser:	Yuan, Wei-Hai, Wang, Hao-Cheng, Zhang, Wei, Dai, Bei-Bing, Liu, Kang, Wang, Yuan
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Berlin/Heidelberg Springer Berlin Heidelberg 01.08.2021 Springer Nature B.V
Schlagworte:	Analysis Cantilever beams Civil engineering Complex Fluids and Microfluidics Deformation Deformation analysis Engineering Finite element analysis Finite element method Foundations Geoengineering Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Mathematical analysis Mechanics Penetration Programming languages Research Paper Robustness (mathematics) Soft and Granular Matter Software packages Software upgrading Soil Soil Science & Conservation Soil-structure interaction Solid Mechanics Submarine pipelines Variables Abaqus Particle finite element method (PFEM) Offshore geotechnical engineering Large deformation Python
ISSN:	1861-1125, 1861-1133
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Abstract	In this study, a simple PFEM approach for analyzing large deformation problems in geotechnical practice is implemented in the commercial FEM package Abaqus. The main feature of the proposed Abaqus-PFEM approach lies in its capability to absorb the advantages of the functionality available in Abaqus and integrate them into PFEM with a single Python script, which leads to a considerable reduction in coding work. By utilizing the built-in functions in Abaqus to fulfil the standard incremental FEM analysis, as well as the powerful mesh-to-mesh solution mapping technique, the proposed Abaqus-PFEM approach allows for the large deformation analysis automatically running with a single Python script and requires no intervention from the user. The accuracy of the proposed Abaqus-PFEM approach is firstly validated through a simple elastic cantilever beam bending problem. Then, the performance and robustness of the proposed Abaqus-PFEM approach are further examined by three illustrative numerical examples: penetration of rigid footing, penetration of T-bar and pipeline–soil interaction problem. The numerical results demonstrate that the proposed Abaqus-PFEM approach as a powerful and easily extensible numerical tool is capable of handling large deformation and soil–structure interaction problems in geotechnical engineering, and consequently, it offers an alternative way to tackle such problems.
AbstractList	In this study, a simple PFEM approach for analyzing large deformation problems in geotechnical practice is implemented in the commercial FEM package Abaqus. The main feature of the proposed Abaqus-PFEM approach lies in its capability to absorb the advantages of the functionality available in Abaqus and integrate them into PFEM with a single Python script, which leads to a considerable reduction in coding work. By utilizing the built-in functions in Abaqus to fulfil the standard incremental FEM analysis, as well as the powerful mesh-to-mesh solution mapping technique, the proposed Abaqus-PFEM approach allows for the large deformation analysis automatically running with a single Python script and requires no intervention from the user. The accuracy of the proposed Abaqus-PFEM approach is firstly validated through a simple elastic cantilever beam bending problem. Then, the performance and robustness of the proposed Abaqus-PFEM approach are further examined by three illustrative numerical examples: penetration of rigid footing, penetration of T-bar and pipeline–soil interaction problem. The numerical results demonstrate that the proposed Abaqus-PFEM approach as a powerful and easily extensible numerical tool is capable of handling large deformation and soil–structure interaction problems in geotechnical engineering, and consequently, it offers an alternative way to tackle such problems.
Author	Yuan, Wei-Hai Wang, Yuan Liu, Kang Wang, Hao-Cheng Zhang, Wei Dai, Bei-Bing
Author_xml	– sequence: 1 givenname: Wei-Hai orcidid: 0000-0002-0732-4329 surname: Yuan fullname: Yuan, Wei-Hai organization: College of Mechanics and Materials, Hohai University – sequence: 2 givenname: Hao-Cheng surname: Wang fullname: Wang, Hao-Cheng organization: College of Mechanics and Materials, Hohai University – sequence: 3 givenname: Wei orcidid: 0000-0002-3933-0109 surname: Zhang fullname: Zhang, Wei email: zhangwei@scau.edu.cn organization: College of Water Conservancy and Civil Engineering, South China Agricultural University, Institut für Geotechnik, Universität für Bodenkultur – sequence: 4 givenname: Bei-Bing surname: Dai fullname: Dai, Bei-Bing organization: School of Civil Engineering, Sun Yat-Sen University – sequence: 5 givenname: Kang surname: Liu fullname: Liu, Kang organization: School of Civil Engineering, Hefei University of Technology – sequence: 6 givenname: Yuan surname: Wang fullname: Wang, Yuan organization: College of Water Conservancy and Hydropower, Hohai University
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Keywords	Abaqus Particle finite element method (PFEM) Offshore geotechnical engineering Large deformation Python
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Snippet	In this study, a simple PFEM approach for analyzing large deformation problems in geotechnical practice is implemented in the commercial FEM package Abaqus....
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SubjectTerms	Analysis Cantilever beams Civil engineering Complex Fluids and Microfluidics Deformation Deformation analysis Engineering Finite element analysis Finite element method Foundations Geoengineering Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Mathematical analysis Mechanics Penetration Programming languages Research Paper Robustness (mathematics) Soft and Granular Matter Software packages Software upgrading Soil Soil Science & Conservation Soil-structure interaction Solid Mechanics Submarine pipelines Variables
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Title	Particle finite element method implementation for large deformation analysis using Abaqus
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