Dr Naeimeh Jafarifar n.jafarifar@rgu.ac.uk
Lecturer
Post-cracking tensile behaviour of steel-fibre-reinforced roller-compacted-concrete for FE modelling and design purposes.
Jafarifar, Naeimeh; Pilakoutas, Kypros; Angelakopoulos, Harris; Bennett, Terry
Authors
Kypros Pilakoutas
Harris Angelakopoulos
Terry Bennett
Abstract
Fracture of steel-fibre-reinforced-concrete occurs mostly in the form of a smeared crack band undergoing progressive microcracking. For FE modelling and design purposes, this crack band could be characterised by a stress-strain (σ-ϵ) relationship. For industrially-produced steel fibres, existing methodologies such as RILEM TC 162-TDF (2003) propose empirical equations to predict a trilinear σ-ϵ relationship directly from bending test results. This paper evaluates the accuracy of these methodologies and their applicability for roller-compacted-concrete and concrete incorporating steel fibres recycled from post-consumer tyres. It is shown that the energy absorption capacity is generally overestimated by these methodologies, sometimes up to 60%, for both conventional and roller-compacted concrete. Tensile behaviour of fibre-reinforced-concrete is estimated in this paper by inverse analysis of bending test results, examining a variety of concrete mixes and steel fibres. A multilinear relationship is proposed which largely eliminates the overestimation problem and can lead to safer designs.
Citation
JAFARIFAR, N., PILAKOUTAS, K., ANGELAKOPOULOS, H. and BENNETT, T. 2017. Post-cracking tensile behaviour of steel-fibre-reinforced roller-compacted-concrete for FE modelling and design purposes. Materiales de construcción [online], 67(326), article ID e122. Available from: https://doi.org/10.3989/mc.2017.06716
Journal Article Type | Article |
---|---|
Acceptance Date | Oct 5, 2016 |
Online Publication Date | Mar 22, 2017 |
Publication Date | Jun 30, 2017 |
Deposit Date | Apr 4, 2017 |
Publicly Available Date | Apr 4, 2017 |
Journal | Materiales de construcción |
Print ISSN | 0465-2746 |
Electronic ISSN | 1988-3226 |
Publisher | Consejo Superior de Investigaciones Científicas |
Peer Reviewed | Peer Reviewed |
Volume | 67 |
Issue | 326 |
Article Number | e122 |
DOI | https://doi.org/10.3989/mc.2017.06716 |
Keywords | Concrete; Composite; Fibre reinforcement; Metal reinforcement; Waste treatment |
Public URL | http://hdl.handle.net/10059/2253 |
Contract Date | Apr 4, 2017 |
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Publisher Licence URL
https://creativecommons.org/licenses/by/3.0/
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