Literature DB >> 34202943

Electrical Resistivity of Steel Fibre-Reinforced Concrete-Influencing Parameters.

Simon Cleven1, Michael Raupach1, Thomas Matschei1.   

Abstract

This paper presents a systematic study of the electrical resistivity of different steel fibre-reinforced concretes with fibre contents from 0 kg/m3 to 80 kg/m3 in order to identify possible effects of interactions among concrete composition and fibre type and content regarding electrical resistivity. Based on a literature review, four parameters, w/c ratio, binder content, ground granulated blast-furnace slag (GGBS) and fineness of cement, which show a significant influence on the electrical resistivity of plain concrete, were identified, and their influence on the electrical resistivity as well as interaction effects were investigated. The results of the experiments highlight that the addition of fibres leads to a significant decrease in electrical resistivity, independent of all additional parameters of the concrete composition. Additionally, it was shown that a higher porosity of the concrete, e.g., due to a higher w/c ratio, also results in a lower electrical resistivity. These results are in agreement with the literature review on plain concrete, while the influence of the concrete composition on the electrical resistivity is weaker with the increase in fibre content. The influence of fibre reinforcement is thus not affected by changes in the concrete composition. In general, a higher fibre dosage leads to a decrease in electrical resistivity, but the impact on the electrical resistivity varies slightly with different types of steel fibres. Based on this study, the potential of determining the fibre content using electrical resistivity measurements could be clearly presented.

Entities:  

Keywords:  electrical resistivity; fibre content; non-destructive test method; steel fibre-reinforced concrete

Year:  2021        PMID: 34202943     DOI: 10.3390/ma14123408

Source DB:  PubMed          Journal:  Materials (Basel)        ISSN: 1996-1944            Impact factor:   3.623


  1 in total

1.  Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers.

Authors:  Sujjaid Khan; Longbang Qing; Iftikhar Ahmad; Ru Mu; Mengdi Bi
Journal:  Materials (Basel)       Date:  2022-01-11       Impact factor: 3.623

  1 in total

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