Dieses Dokument steht unter einer CreativeCommons Lizenz by/4.0
Verlagslink DOI: 10.1051/epjconf/201714015021
Titel: Numerical investigation of compaction of deformable particles with bonded-particle model
Sprache: English
Autor/Autorin: Dosta, Maksym 
Costa, Clara 
Al-Qureshi, Hazim Ali 
Erscheinungsdatum: 2017
Verlag: EDP Sciences
Quellenangabe: EPJ Web of Conferences (140): 15021- (2017)
Zeitschrift oder Schriftenreihe: EPJ Web of Conferences 
Zusammenfassung (englisch): In this contribution, a novel approach developed for the microscale modelling of particles which undergo large deformations is presented. The proposed method is based on the bonded-particle model (BPM) and multi-stage strategy to adjust material and model parameters. By the BPM, modelled objects are represented as agglomerates which consist of smaller ideally spherical particles and are connected with cylindrical solid bonds. Each bond is considered as a separate object and in each time step the forces and moments acting in them are calculated. The developed approach has been applied to simulate the compaction of elastomeric rubber particles as single particles or in a random packing. To describe the complex mechanical behaviour of the particles, the solid bonds were modelled as ideally elastic beams. The functional parameters of solid bonds as well as material parameters of bonds and primary particles were estimated based on the experimental data for rubber spheres. Obtained results for acting force and for particle deformations during uniaxial compression are in good agreement with experimental data at higher strains.
URI: http://tubdok.tub.tuhh.de/handle/11420/1718
DOI: 10.15480/882.1715
ISSN: 2100-014X
Institut: Mehrskalensimulation von Feststoffsystemen V-EXK1 
Dokumenttyp: (wissenschaftlicher) Artikel
Enthalten in den Sammlungen:tub.dok

Dateien zu dieser Ressource:
Datei Beschreibung GrößeFormat 
epjconf162422.pdfPublishers Version953,17 kBAdobe PDFMiniaturbild
Zur Langanzeige


Letzte Woche
Letzten Monat
checked on 23.09.2018


checked on 23.09.2018

Google ScholarTM


Alle Ressourcen in diesem Repository sind urheberrechtlich geschützt.