This paper evaluates the effect of electric curing on the mechanical properties and microstructure of steel fibre reinforced concrete. Specimens subjected to electric curing, steam curing and without curing were tested for compressive and residual flexural tensile strengths at different ages. The fibre-matrix contact area after pull-out was characterized by means of scanning electron microscopy. Although electric cured specimens had consistently smaller residual flexural strengths than steam cured specimens, differences were not statistically significant. Results derived from this study confirm the feasibility of applying electric curing for the production of elements made with steel-fibre reinforced concrete.
Funding
This study has been developed as part of the first author’s EngD (Engineering Doctorate) project, co-sponsored by the EPSRC (the UK Engineering and Physical Sciences Research Council) (Grant code EP/G037272/1), whose financial support is gratefully acknowledged.
History
School
Architecture, Building and Civil Engineering
Published in
Construction and Building Materials
Volume
189
Pages
192 - 204
Citation
CECINI, D. ... et al, 2018. Accelerated electric curing of steel-fibre reinforced concrete. Construction and Building Materials, 189, pp.192-204.
This work is made available according to the conditions of the Creative Commons Attribution 4.0 International (CC BY 4.0) licence. Full details of this licence are available at: http://creativecommons.org/licenses/by/4.0/
Acceptance date
2018-08-27
Publication date
2018-09-06
Notes
This is an Open Access Article. It is published by Elsevier under the Creative Commons Attribution 4.0 International Licence (CC BY). Full details of this licence are available at: http://creativecommons.org/licenses/by/4.0/