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  4. Geometry smoothing and local enrichment of the finite cell method with application to cemented granular materials
 
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Geometry smoothing and local enrichment of the finite cell method with application to cemented granular materials

Citation Link: https://doi.org/10.15480/882.13098
Publikationstyp
Journal Article
Date Issued
2024-06-26
Sprache
English
Author(s)
Gorji, Mahan  
Konstruktion und Festigkeit von Schiffen M-10  
Komodromos, Michail 
Geotechnik und Baubetrieb B-5  
Garhuom, Wadhah  orcid-logo
Konstruktion und Festigkeit von Schiffen M-10  
Grabe, Jürgen  
Geotechnik und Baubetrieb B-5  
Düster, Alexander  
Konstruktion und Festigkeit von Schiffen M-10  
TORE-DOI
10.15480/882.13098
TORE-URI
https://hdl.handle.net/11420/48081
Journal
Computational mechanics  
Volume
75
Issue
1
Start Page
429
End Page
454
Citation
Computational Mechanics 75 (1): 429-454 (2025)
Publisher DOI
10.1007/s00466-024-02512-1
Scopus ID
2-s2.0-85197146758
Publisher
Springer
Peer Reviewed
true
In recent times, immersed methods such as the finite cell method have been increasingly employed in structural mechanics to address complex-shaped problems. However, when dealing with heterogeneous microstructures, the FCM faces several challenges. Weak discontinuities occur at the interfaces between the different materials, resulting in kinks in the displacements and jumps in the strain and stress fields. Furthermore, the morphology of such composites is often described by 3D images, such as ones derived from X-ray computed tomography. These images lead to a non-smooth geometry description and thus, singularities in the stresses arise. In order to overcome these problems, several strategies are presented in this work. To capture the weak discontinuities at the material interfaces, the FCM is combined with local enrichment. Moreover, the L²-projection is extended and applied to heterogeneous microstructures, transforming the 3D images into smooth level-set functions. All of the proposed approaches are applied to numerical examples. Finally, an application of cemented granular material is investigated using three versions of the FCM and is verified against the finite element method. The results show that the proposed methods are suitable for simulating heterogeneous materials starting from CT scans.
Subjects
Cemented granular material
Finite element method
Finite cell method
L²-projection
Local enrichment
DDC Class
620.1: Engineering Mechanics and Materials Science
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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