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  4. A numerical investigation of mesh sensitivity for a new three-dimensional fracture model within the combined finite-discrete element method
 
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A numerical investigation of mesh sensitivity for a new three-dimensional fracture model within the combined finite-discrete element method
File(s)
1-s2.0-S0013794415006578-main.pdf (11.56 MB)
Published version
Author(s)
Guo, L
Xiang, J
Latham, J-P
Izzuddin, B
Type
Journal Article
Abstract
Recently a new three-dimensional fracture model has been developed in the context of the combined finite-discrete element method. In order to provide quantitative guidance for engineering applications, mesh size and orientation sensitivity are investigated by specially designed numerical tests. The mesh size sensitivity is analysed by modelling a single tensile fracture propagation problem and three-point bending tests using a series of models with the same geometry but different structured mesh sizes. The mesh orientation sensitivity is investigated by diametrically compressing a disc specimen of unstructured meshes from different angles. The computational efficiency of the three-dimensional fracture model is also studied.
Date Issued
2016-01
Date Acceptance
2015-11-14
Citation
Engineering Fracture Mechanics, 2016, 151, pp.70-91
URI
http://hdl.handle.net/10044/1/28059
DOI
https://www.dx.doi.org/10.1016/j.engfracmech.2015.11.006
ISSN
1873-7315
Publisher
Elsevier
Start Page
70
End Page
91
Journal / Book Title
Engineering Fracture Mechanics
Volume
151
Copyright Statement
© 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY
license (http://creativecommons.org/licenses/by/4.0/).
License URL
http://creativecommons.org/licenses/by/4.0/
Sponsor
Exxon Mobil Upstream Research Company
Engineering & Physical Science Research Council (EPSRC)
Natural Environment Research Council (NERC)
Grant Number
itf-ISF-3
EP/H030123/1
NE/L000660/1
Subjects
Mechanical Engineering & Transports
MD Multidisciplinary
Publication Status
Published
Date Publish Online
2015-11-22
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