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  4. Image‐based analysis of complex microstructures using the finite cell method
 
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Image‐based analysis of complex microstructures using the finite cell method

Citation Link: https://doi.org/10.15480/882.5177
Publikationstyp
Conference Paper
Date Issued
2023-05-31
Sprache
English
Author(s)
Gorji, Mahan  
Komodromos, Michail 
Grabe, Jürgen  
Düster, Alexander  
Institut
Konstruktion und Festigkeit von Schiffen M-10  
Geotechnik und Baubetrieb B-5  
TORE-DOI
10.15480/882.5177
TORE-URI
http://hdl.handle.net/11420/15399
Journal
Proceedings in applied mathematics and mechanics  
Volume
23
Issue
1
Article Number
e202200291
Citation
Proceedings in applied mathematics and mechanics 23 (1): e202200291 (2023-05-31)
Contribution to Conference
92nd Annual Meeting of the International Association of Applied Mathematics and Mechanics, GAMM 2022  
Publisher DOI
10.1002/pamm.202200291
Publisher
Wiley
Geometry conforming meshing techniques such as the finite element method (FEM) face a big challenge when dealing with complex and heterogeneous microstructures. Therefore, efficient simulation methods are needed combining accurate morphological reproducibility and computational efficiency. For such problems, the finite cell method (FCM) is a promising approach, which uses a Cartesian grid – independent of the geometry – leading to a fast and efficient mesh generation. However, to handle complex microstructures such as cemented sands the FCM is not sufficient anymore. Therefore, three different versions of the FCM are presented: first, the FCM, which is directly applied to CT scans (denoted as “VoxelFCM”). Second, the FCM combined with a global L² -projection, leading to a smooth geometry description (denoted as “FCM”). And finally, the FCM with L² -projection, which is extended by a local enrichment to capture weak discontinuities at the interfaces between the different phases (denoted as “FCM-Enrichment”). First, in a numerical study, the different versions of the FCM are investigated. Then, these methods are verified against the FEM. Finally, these methods are used to gain a deeper insight into the micromechanical phenomena of cemented sands under compressive loading.
DDC Class
620: Ingenieurwissenschaften
Funding(s)
Numerische Modellierung teilzementierter Böden im Stagnationsbereich  
Projekt DEAL  
Funding Organisations
Deutsche Forschungsgemeinschaft (DFG)  
Publication version
publishedVersion
Lizenz
https://creativecommons.org/licenses/by/4.0/
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