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Fast classification of fibres for concrete based on multivariate statistics

  • Zarzycki, Pawel K. (Department of Environmental Technologies and Bioanalytics, Faculty of Civil Engineering, Environmental and Geodetic Sciences, Koszalin University of Technology) ;
  • Katzer, Jacek (Department of Construction and Building Materials, Faculty of Civil Engineering, Environmental and Geodetic Sciences, Koszalin University of Technology) ;
  • Domski, Jacek (Department of Concrete Structures and Technology of Concrete, Faculty of Civil Engineering, Environmental and Geodetic Sciences, Koszalin University of Technology)
  • Received : 2016.08.25
  • Accepted : 2017.05.11
  • Published : 2017.07.25

Abstract

In this study engineered steel fibres used as reinforcement for concrete were characterized by number of key mechanical and spatial parameters, which are easy to measure and quantify. Such commonly used parameters as length, diameter, fibre intrinsic efficiency ratio (FIER), hook geometry, tensile strength and ductility were considered. Effective classification of various fibres was demonstrated using simple multivariate computations involving principal component analysis (PCA). Contrary to univariate data mining approach, the proposed analysis can be efficiently adapted for fast, robust and direct classification of engineered steel fibres. The results have revealed that in case of particular spatial/geometrical conditions of steel fibres investigated the FIER parameter can be efficiently replaced by a simple aspect ratio. There is also a need of finding new parameters describing properties of steel fibre more precisely.

Keywords

References

  1. Chen, J.B., Sun, S.Q. and Zhou, Q. (2015), "Data-driven signalresolving approaches of infrared spectra to explore the macroscopic and microscopic spatial distribution of organic and inorganic compounds in plant", Anal Bioan. Chem., 407(19), 5695-5706. https://doi.org/10.1007/s00216-015-8746-7
  2. Colajanni, P., Recupero, A. and Spinella, N. (2012), "Generalization of shear truss model to the case of SFRC beams with stirrups", Comput. Concrete, 9(3), 227-244. https://doi.org/10.12989/cac.2012.9.3.227
  3. Corder, G.W. and Foreman, D.I. (2009), Nonparametric Statistics for Non-Statisticians: A Step-by-Step Approach,Wiley, New Jersey, U.S.A.
  4. David, C.C. and Jacobs, D.J. (2014), "Principal component analysis: A method for determining the essential dynamics of proteins", Meth. Mol. Biol., 1084.
  5. Domski, J. (2016), "A blurred border between ordinary concrete and SFRC", Constr. Build. Mater., 112, 247-252. https://doi.org/10.1016/j.conbuildmat.2016.02.205
  6. Ellison, S.L.R. (2009), Practical Statistics for the Analytical Scientist: A Bench Guide, LGC Ltd., Cambridge, U.K.
  7. EN 10218-1 (1994), Steel Wire and Wire Products. General. Test Methods.
  8. EN 14889-1 (2009), Fibres for Concrete-Part 1: Steel Fibres-Definitions, Specifications and Conformity.
  9. EN ISO 6892-1 (2009), Metallic materials-Tensile testing-Part 1: Method of Test at Room Temperature.
  10. Ghorpade, V.G. and Sudarsana R.H. (2010), "Strength and permeability characteristics of fibre reinforced recycled aggregate concrete with different fibres", Nat. Environ. Pollut. Technol., 9, 179-188.
  11. Havlikova, I., Merta, I., Schneemayer, A., Vesely, V., Simonova, H., Korycanska, B. and Kersner, Z. (2015), "Effect of fibre type in concrete on crack initiation", Appl. Mech. Mater., 769, 308-311. https://doi.org/10.4028/www.scientific.net/AMM.769.308
  12. Katzer, J. and Domski, J. (2012), "Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete", Constr. Build. Mater., 34, 243-248. https://doi.org/10.1016/j.conbuildmat.2012.02.058
  13. Katzer, J. and Domski, J. (2013), "Optimization of fibre reinforcement for waste aggregate cement composite", Constr. Build. Mater., 38, 790-795. https://doi.org/10.1016/j.conbuildmat.2012.09.057
  14. Kim, D.J., El-Tawil, S. and Naaman, A.E. (2008), "Loading rate effect on pullout behavior of deformed steel fibres", ACI Mater. J., 105(6), 576-584.
  15. Maidl, B.R. (1995), Steel Fibre Reinforced Concrete, Ernst & Sohn, Berlin, Germany.
  16. Mohammadzadeh, S., Kim, Y. and Ahn, J. (2015), "PCA-based neuro-fuzzy model for system identification of smart structures", Smart Struct. Syst., 15(4), 1139-1158. https://doi.org/10.12989/sss.2015.15.4.1139
  17. Naaman, A.E. (2003), "Engineered steel fibres with optimal properties for reinforcement of cement composites", J. Adv. Concrete Technol., 1(3), 241-252. https://doi.org/10.3151/jact.1.241
  18. Nawy, E.G. (1996), Fundamentals of High Strength High Performance Concrete, Longman, U.K.
  19. Neocleous, K., Angelakopoulos, H., Pilakoutas, K. and Guadagnini, M. (2011), "Fibre-reinforced roller-compacted concrete transport pavements", ICE Proc. Transp., 164, 97-109.
  20. Pajak, M. and Ponikiewski, T. (2013), "Flexural behavior of selfcompacting concrete reinforced with different types of steel fibers", Constr. Build. Mater., 47, 397-408. https://doi.org/10.1016/j.conbuildmat.2013.05.072
  21. Pearson, K. (1901), "On lines and planes of closest fit to systems of points in space", Phil. Mag., 2(11), 559-572. https://doi.org/10.1080/14786440109462720
  22. Pereira, J.C., Azevedo, J.C.R., Knapik, H.G. and Burrows, H.D. (2016), "Unsupervised component analysis: PCA, POA and ICA data exploring-connecting the dots", Spectrochim. Acta Part A: Molecul. Biomolecul. Spectro., 165, 69-84. https://doi.org/10.1016/j.saa.2016.03.048
  23. Pereira, J.C., Serpa, C., Arnaut, L.G. and Formosinho, S.J. (2010), "Molecular factor analysis in self-exchange electron transfer reactions in solution", J. Molecul. Liq., 156(1), 3-9. https://doi.org/10.1016/j.molliq.2010.07.007
  24. Perez, R.L. and Escandar, G.M. (2016), "Multivariate calibrationassisted high-performance liquid chromatography with dual UV and fluorimetric detection for the analysis of natural and synthetic sex hormones in environmental waters and sediments", Environ. Pollut., 209, 114-122. https://doi.org/10.1016/j.envpol.2015.11.024
  25. Ponikiewski, T., Golaszewski, J., Rudzki, M. and Bugdol, M. (2014), "Determination of steel fibres distribution in selfcompacting concrete beams using x-ray computed tomography", Arch. Civil Mech. Eng., 15(2), 558-568. https://doi.org/10.1016/j.acme.2014.08.008
  26. Soetensa, T., Van Gyselb, A., Matthysa, S. and Taerwea, L. (2013), "A semi-analytical model to predict the pull-out behaviour of inclined hooked-end steel fibres", Constr. Build. Mater., 43, 253-265. https://doi.org/10.1016/j.conbuildmat.2013.01.034
  27. Soulioti, D.V., Barkoula, N.M., Paipetis, A. and Matikas, T.E. (2011), "Effects of fibre geometry and volume fraction on the flexural behaviour of steel-fibre reinforced concrete", Strain An Int. J. Exper. Mech., 47(s1), 535-541.
  28. Spinella, N. (2013), "Shear strength of full-scale steel fibrereinforced concrete beams without stirrups", Comput. Concrete 11(5), 365-382. https://doi.org/10.12989/cac.2013.11.5.365
  29. Sucharda, O., Konecny, P., Kubosek, J., Ponikiewski, T. and Done, P. (2015), "Finite element modelling and identification of the material properties of fibre concrete", Proc. Eng., 109, 234-239. https://doi.org/10.1016/j.proeng.2015.06.222
  30. Tutmez, B. (2014), "Use of partial least squares analysis in concrete technology", Comput. Concrete, 13(2), 173-185. https://doi.org/10.12989/cac.2014.13.2.173
  31. Xie, J.H., Guo, Y.C., Liu, L.S. and Xie, Z.H. (2015), "Compressive and flexural behaviours of a new steel-fibrereinforced recycled aggregate concrete with crumb rubber", Constr. Build. Mater., 79, 263-272. https://doi.org/10.1016/j.conbuildmat.2015.01.036
  32. Zarzycki, P.K. and Portka, J.K. (2015), "Recent advances in hopanoids analysis: quantification protocols, main research targets and selected problems of data analysis", J. Ster. Biochem. Mol. Biol., 153, 3-26. https://doi.org/10.1016/j.jsbmb.2015.04.017
  33. Zarzycki, P.K., Zarzycka, M.B., Slaczka, M.M. and Clifton, V.L. (2010), "Acetonitrile, the polarity chameleon", Anal. Bioan. Chem., 397, 905-908. https://doi.org/10.1007/s00216-010-3677-9