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This paper presents a non-destructive approach for evaluating steel fiber distribution in Steel Fiber Reinforced Concrete (SFRC). The method utilizes a measurement system based on eddy currents combined with an automated scanning system, enabling precise sensor movements along the SFRC sample. The proposed method is first applied to a set of samples with known fiber distribution along the samples to test its effectiveness. The impedance response clearly indicates the highest and lowest fiber volume fractions along the samples, allowing for a straightforward correlation between the impedance data and fiber distribution through the established methodology. Then it is applied to another set of samples with random fiber distribution. In this case, the impedance response is compared to the Brazilian destructive test results. The obtained results affirm a robust correlation between impedance measurements and the observed cracks on the SFRC samples. This approach proves instrumental in identifying vulnerable areas susceptible to crack development in the SFRC sample. The comprehensive insights gained through this method contribute significantly to showing the detailed zonal distribution of SFRC which allows an understanding of the behaviour of the SFRC under mechanical stress.
Czasopismo
Rocznik
Tom
Strony
691--709
Opis fizyczny
Bibliogr. 23 poz., fot., rys., tab., wykr.
Twórcy
autor
- Laboratory of Materials and Sustainable Development (LM2D), Sciences and Applied Sciences Faculty, Bouira University, Algeria
autor
- Laboratory of Materials and Sustainable Development (LM2D), Sciences and Applied Sciences Faculty, Bouira University, Algeria
autor
- Department of Civil Engineering , Sciences and Applied Sciences Faculty, Bouira University, Algeria
autor
- Nantes Atlantique Electrical Energy Research Institute, IREENA, UR 4642, 44600 Saint-Nazaire, France
autor
- Laboratory of Electric and Automatic Systems Engineering, Sciences and Applied Sciences Faculty, Bouira University, Algeria
Bibliografia
- [1] Altun, F., Haktanir, T., & Ari, K. (2007). Effects of steel fiber addition on mechanical properties of concrete and RC beams. Construction and Building Materials, 21(3), 654-661. https://doi.org/10.1016/j.conbuildmat.2005.12.006
- [2] Li, H., Wu, Y., Zhou, A., Lu, F., Lei, Z., Zeng, B., & Zhu, K. (2023). Cracking pattern and bearing capacity of steel fiber-reinforced concrete single-layer tunnel lining. Sustainability, 15(13), 10665. https://doi.org/10.3390/su151310665
- [3] Su, Q. (2020). Strengths of recycled concrete added with steel fiber. Archives of Civil Engineering, 66(3). https://doi.org/10.24425/ace.2020.134421
- [4] Krassowska, J., & Kosior-Kazberuk, M. (2019). Experimental investigation of shear behavior of two-span fiber reinforced concrete beams. Archives of Civil Engineering, 65(1). https://doi.org/10.2478/ace-2019-0017
- [5] Gettu, R., Gardner, D.R., Saldivar, H., & Barragán, B.E. (2005). Study of the distribution and orientation of fibers in SFRC specimens. Materials and Structures, 38, 31-37. https://doi.org/10.1007/BF02480572
- [6] Zhang, S., Liao, L., Song, S., & Zhang, C. (2018). Experimental and analytical study of the fibre distribution in SFRC: a comparison between image processing and the inductive test. Composite Structures, 188, 78-88. https://doi.org/10.1016/j.compstruct.2018.01.006
- [7] Tiberti, G., Minelli, F., Plizzari, G.A., & Vecchio, F.J. (2014). Influence of concrete strength on crack development in SFRC members. Cement and Concrete Composites, 45, 176-185. https://doi.org/10.1016/j.cemconcomp.2013.10.004
- [8] Lee, J.H. (2017). Influence of concrete strength combined with fiber content in the residual flexural strengths of fiber reinforced concrete. Composite Structures, 168, 216-225. https://doi.org/10.1016/j.compstruct.2017.01.052
- [9] Abrishambaf, A., Barros, J.A., & Cunha, V.M. (2013). Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels. Cement and Concrete Research, 51, 57-66. https://doi.org/10.1016/j.cemconres.2013.04.009
- [10] Akkaya, Y., Shah, S.P., & Ankenman, B. (2001). Effect of fiber dispersion on multiple cracking of cement composites. Journal of Engineering Mechanics, 127(4), 311-316. https://doi.org/10.1061/(ASCE)0733-9399(2001)127%3A4(311)
- [11] Bordelon, A.C., & Roesler, J.R. (2014). Spatial distribution of synthetic fibers in concrete with X-ray computed tomography. Cement and Concrete Composites, 53, 35-43. https://doi.org/10.1016/j.cemconcomp.2014.04.007
- [12] Liu, J., Li, C., Liu, J., Cui, G., & Yang, Z. (2013). Study on 3D spatial distribution of steel fibers in fiber reinforced cementitious composites through micro-CT technique. Construction and Building Materials, 48, 656-661. https://doi.org/10.1016/j.conbuildmat.2013.07.052
- [13] Park, T., Her, S., Jee, H., Yoon, S., Cho, B., Hwang, S.H., & Bae, S. (2021). Evaluation of orientation and distribution of steel fibers in high-performance concrete column determined via micro-computed tomography. Construction and Building Materials, 270, 121473. https://doi.org/10.1016/j.conbuildmat.2020.121473
- [14] Fladr, J., Bily, P., & Broukalova, I. (2019). Evaluation of steel fiber distribution in concrete by computer aided image analysis. Composite Materials and Engineering, 1(1), 49-70. https://doi.org/10.12989/cme.2019.1.1.049
- [15] Ďubek, M., Makýš, P., Ďubek, S., & Petro, M. (2018). The evaluation of the content of fibers in steel fiber reinforced structures and image analysis. Journal of Civil Engineering and Management, 24(3), 183-192. https://doi.org/10.3846/jcem.2018.1642
- [16] Ozyurt, N., Mason, T.O., & Shah, S.P. (2006). Non-destructive monitoring of fiber orientation using AC-IS: An industrial-scale application. Cement and Concrete Research, 36(9), 1653-1660. https://doi.org/10.1016/j.cemconres.2006.05.026
- [17] Faifer, M., Ottoboni, R., Toscani, S., & Ferrara, L. (2010, May). Steel fiber reinforced concrete characterization based on a magnetic probe. In 2010 IEEE Instrumentation & Measurement Technology Conference Proceedings (pp. 157-162). https://doi.org/10.1109/IMTC.2010.5488179
- [18] Torrents Dolz, J.M., Juan Garcia, P., Patau, O., & Aguado de Cea, A. (2009). Surveillance of steel fibre reinforced concrete slabs measured with an open-ended coaxial probe. In XIX IMEKO World Congress. Fundamental and Applied Metrology (pp. 2282-2284). http://www.imeko2009.it.pt/Papers/FP_633.pdf
- [19] Lataste, J.F., Behloul, M., & Breysse, D. (2008). Characterisation of fibres distribution in a steel fibre reinforced concrete with electrical resistivity measurements. NDT & E International, 41(8), 638-647. https://doi.org/10.1016/j.ndteint.2008.03.008
- [20] Cavalaro, S.H.P., López, R., Torrents, J.M., & Aguado, A. (2015). Improved assessment of fibre content and orientation with inductive method in SFRC. Materials and Structures, 48, 1859-1873. https://doi.org/10.1617/s11527-014-0279-6
- [21] Cavalaro, S.H., López-Carreño, R., Torrents, J.M., Aguado, A., & Juan-García, P. (2016). Assessment of fibre content and 3D profile in cylindrical SFRC specimens. Materials and Structures, 49, 577-595. https://doi.org/10.1617/s11527-014-0521-2
- [22] Torrents, J.M., Blanco, A., Pujadas, P., Aguado, A., Juan-García, P., & Sánchez-Moragues, M. Á. (2012). Inductive method for assessing the amount and orientation of steel fibers in concrete. Materials and Structures, 45, 1577-1592. https://doi.org/10.1617/s11527-012-9858-6
- [23] Gherdaoui, L., Bensaid, S., Trichet, D., Houassine, H., & Saoudi, N. (2023). Complex Magnetic Permeability Evaluation of Steel Fibers Using Eddy Current NDE and Inverse Problem Methods. Progress in Electromagnetics Research Letters, 113. https://doi.org/10.2528/PIERL23090804
Uwagi
The investigations in this paper were conducted within the framework of DGRSDT for doctoral student and they are part of the PRFU research project (Project number: A01L07UN100120190001).
Typ dokumentu
Bibliografia
Identyfikator YADDA
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