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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Vydáno v:Acta geotechnica Ročník 16; číslo 8; s. 2449 - 2462
Hlavní autoři: Yuan, Wei-Hai, Wang, Hao-Cheng, Zhang, Wei, Dai, Bei-Bing, Liu, Kang, Wang, Yuan
Médium: Journal Article
Jazyk:angličtina
Vydáno: Berlin/Heidelberg Springer Berlin Heidelberg 01.08.2021
Springer Nature B.V
Témata:
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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Shrnutí: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.
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ISSN:1861-1125
1861-1133
DOI:10.1007/s11440-020-01124-2