Enhancement of the piezoresistive and mechanical properties of cement-based composites filled with CNTs/GO and nano-SiO2 sprayed steel fibers

•A CNTs/GO-sprayed method was firstly proposed to modify the surface of SFs as well as nano-SiO2 was used to enhance the interface between SFs and matrix.•The strain/stress self-sensing performance of the specimens filled with the modified SFs was significantly improved.•SFs with good dispersion and...

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Veröffentlicht in:Construction & building materials 2023-07, Vol.385, p.131463, Article 131463
Hauptverfasser: Sun, Jiongfeng, Qiao, Guofu
Format: Artikel
Sprache:eng
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Zusammenfassung:•A CNTs/GO-sprayed method was firstly proposed to modify the surface of SFs as well as nano-SiO2 was used to enhance the interface between SFs and matrix.•The strain/stress self-sensing performance of the specimens filled with the modified SFs was significantly improved.•SFs with good dispersion and toughness was used as the carrier of carbon-based materials. Steel fibers (SFs) are one of the most suitable functional fillers for the preparation of large-volume self-sensing concrete due to their good dispersion and toughness, whereas it has poor sensing performance. In this paper, a CNTs/GO-sprayed method was proposed to modify the surface of SFs as well as nano-SiO2 was used to enhance the interface between SFs and matrix, in which the content of carbon-based materials could be precisely quantified. Then, self-sensing performance, pull-out test, and macro stable mechanical performance were carried out. The results revealed that the specimens filled with straight smooth (SS) SFs sprayed with GO and nano-SiO2 had the highest self-sensing ability. Compared to unmodified SFs, the degree of improvement reached 225% and 270% within 0 ∼ 60 kN and 0 ∼ 90 kN, respectively, and the addition of nano-SiO2 increased the pull-out energy. In addition, the macro mechanical properties of the specimens filled with the modified SS SFs were better than that of the hooked end (HE) SFs.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2023.131463