Bagni, C. and Askes, H. (2015) Unified finite element methodology for gradient elasticity. Computers and Structures, 160. 100 - 110. ISSN 0045-7949
Abstract
In this paper a unified finite element methodology based on gradient-elasticity is proposed for both two- and three-dimensional problems, along with some considerations about the best integration rules to be used and a comprehensive convergence study. From the convergence study it has emerged that for both two and three-dimensional problems, the implemented elements show a convergence rate virtually equal to the corresponding theoretical values. Recommendations on optimal element size are also provided. Furthermore, the ability of the proposed methodology to remove singularities in statics has been demonstrated through a couple of examples, in both two and three dimensions.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2015 Elsevier. This is an author produced version of a paper subsequently published in Computers & Structures. Uploaded in accordance with the publisher's self-archiving policy. Article available under the terms of the CC-BY-NC-ND licence (https://creativecommons.org/licenses/by-nc-nd/4.0/) |
Keywords: | Finite element methodology; Gradient elasticity; Internal length scale; Fracture mechanics; Removal of singularity; 2D and 3D finite elements |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 13 Oct 2015 13:05 |
Last Modified: | 30 Aug 2017 14:19 |
Published Version: | https://doi.org/10.1016/j.compstruc.2015.08.008 |
Status: | Published |
Publisher: | Elsevier |
Refereed: | Yes |
Identification Number: | 10.1016/j.compstruc.2015.08.008 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:90078 |