Simulation of fracture propagation in fibre-reinforced concrete using FDEM: an application to tunnel linings
File(s)Farsi2020_Article_SimulationOfFracturePropagatio.pdf (2.19 MB)
Published version
Author(s)
Farsi, A
Bedi, A
Latham, JP
Bowers, K
Type
Journal Article
Abstract
The application of the combined finite-discrete element method (FDEM) to simulate fracture propagation in fibre-reinforced-concrete (FRC)-lined tunnels has been investigated. This constitutes the first attempt of using FDEM for the simulation of fracture in FRC structures. The mathematical implementations of the new FDEM joint-element constitutive model are first introduced, and the numerical model is then validated comparing the results for plain and FRC beams with three-point bending experimental data. The code has also been applied to two practical tunnel design case studies, showing different behaviours depending on the type of concrete and shape of tunnel section. The FDEM simulations of the linings are also compared with results from a finite element code that is commonly used in the engineering design practise. These results show the capabilities of FDEM for better understanding of the fracture mechanics and crack propagation in FRC tunnels. A methodology for directly inferring the numerical parameters from three-point bending tests is also illustrated. The results of this research can be applied to any FRC structure.
Date Issued
2020-10-01
Date Acceptance
2019-11-28
Citation
Computational Particle Mechanics, 2020, 7, pp.961-974
ISSN
2196-4378
Publisher
Springer Science and Business Media LLC
Start Page
961
End Page
974
Journal / Book Title
Computational Particle Mechanics
Volume
7
Copyright Statement
© The Author(s) 2019.
This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.
This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.
Sponsor
Institution of Civil Engineers
Identifier
https://link.springer.com/article/10.1007%2Fs40571-019-00305-5
Publication Status
Published
OA Location
https://link.springer.com/article/10.1007%2Fs40571-019-00294-5
Date Publish Online
2019-12-13