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Investigation of steel fiber effects on concrete abrasion resistance

  • Received : 2020.01.07
  • Accepted : 2020.02.29
  • Published : 2020.04.25

Abstract

Concrete surfaces, industrial floors, sidewalks, roads and parking lots are typically subjected to abrasions. Many studies indicated that the abrasion resistance is directly related to the ultimate strength of the cured concrete. Chemical reactions, freeze-thaw cycles, and damages under abrasion are among many factors negatively affecting the concrete strength and durability. One of the major solutions to address the abrasive resistance of the concrete is to use fibers. Fibers are used in the concrete mix to improve the mechanical properties, strength and limit the crack propagations. In this study, implementation of the steel fibers in concrete to enhance the abrasive resistance of the concrete is investigated in details. The abrasive resistance of the concrete with and without steel fibers is studied with the sandblasting technique. For this purpose, different concrete samples are made with various hooked steel fiber ratios and investigated with the sandblasting method for two different strike angles. In total, 144 ASTM verified cube samples are investigated and it is shown that those samples with the highest steel fiber ratios have the highest abrasive resistance. In addition, the experiments determine that there is a meaningful correlation between the steel fiber percentage in the mix, strike angle and curing time which could be considered for improving structural behavior of the fiber-reinforced concrete.

Keywords

References

  1. Al-Rawi, S. and Taysi, N. (2018), "Performance of self-compacting geopolymer concrete with and without GGBFS and steel fiber", Adv. Concrete Constr., 6(4), 323-344. https://doi.org/10.12989/acc.2018.6.4.323.
  2. Alves, A.V., Vieira, T.F., De Brito, J. and Correia, J.R. (2014), "Mechanical properties of structural concrete with fine recycled ceramic aggregates", Constr. Build. Mater., 64, 103-113. https://doi.org/10.1016/j.conbuildmat.2014.04.037.
  3. Amini, K., Ceylan, H. and Taylor, P.C. (2019a), "Effect of curing regimes on hardened performance of concrete containing slag cement", Constr. Build. Mater., 211, 771-778. https://doi.org/10.1016/j.conbuildmat.2019.03.273.
  4. Amini, K., Vosoughi, P., Ceylan, H. and Taylor, P. (2019b), "Effect of mixture proportions on concrete performance", Constr. Build. Mater., 212, 77-84. https://doi.org/10.1016/j.conbuildmat.2019.03.294.
  5. Anderson, S.M. and Carrasquillo, R.L. (1995), "Effects of withholding mixing water and retempering on properties of concrete", ACI Mater. J., 92(5), 497-506.
  6. ASTM-C418 (2012), Standard Test Method for Abrasion Resistance of Concrete by Sandblasting Standard Test Method for Abrasion Resistance of Concrete by Sandblasting.
  7. ASTM-C1138/97 (1997), Standard Test Method for Abrasion Resistance of Concrete, Underwater Method.
  8. Avci-Karatas, C. (2019), "Prediction of ultimate load capacity of concrete-filled steel tube columns using multivariate adaptive regression splines (MARS)", Steel Compos. Struct., 33(4), 583-594. https://doi.org/10.12989/scs.2019.33.4.583.
  9. Avci-Karatas, C., Celik, O.C. and Ozmen Eruslu, S. (2019), "Modeling of Buckling Restrained Braces (BRBs) using full-scale experimental data", KSCE J. Civil Eng., 23(10), 4431-4444. https://doi.org/10.1007/s12205-019-2430-y.
  10. Avci-Karatas, C., Celik, O.C. and Yalcin, C. (2018), "Experimental investigation of aluminum alloy and steel core Buckling Restrained Braces (BRBs)", Int. J. Steel Struct., 18(2), 650-673. https://doi.org/10.1007/s13296-018-0025-y.
  11. de Castro, J. and Keller, T. (2008), "Ductile double-lap joints from brittle GFRP laminates and ductile adhesives, Part I: Experimental investigation", Compos. Part B, 39(2), 271-281. https://doi.org/10.1016/j.compositesb.2007.02.015.
  12. De Larrard, F. and Belloc, A. (1997), "The influence of aggregate on the compressive strength of normal and high-strength concrete", ACI Mater. J., 94(5), 417-426.
  13. Du, S., Jiang, Y., Zhong, J., Ge, Y. and Shi, X. (2020), "Surface abrasion resistance of high-volume fly ash concrete modified by graphene oxide: Macro- and micro-perspectives", Constr. Build. Mater., 237. https://doi.org/10.1016/j.conbuildmat.2019.117686.
  14. Duarte, G., Bravo, M., de Brito, J. and Nobre, J. (2019), "Mechanical performance of shotcrete produced with recycled coarse aggregates from concrete", Constr. Build. Mater., 210, 696-708. https://doi.org/10.1016/j.conbuildmat.2019.03.156.
  15. El-Hassan, H., Kianmehr, P. and Zouaoui, S. (2019), "Properties of pervious concrete incorporating recycled concrete aggregates and slag", Constr. Build. Mater., 212, 164-175. https://doi.org/10.1016/j.conbuildmat.2019.03.325.
  16. Farzampour, A. (2017), "Temperature and humidity effects on behavior of grouts", Adv. Concrete Constr., 5(6), 659-669. https://doi.org/10.12989/acc.2017.5.6.659.
  17. Farzampour, A. (2019), "Compressive behavior of concrete under environmental effects", IntechOpen.
  18. Felekoglu, B., Turkel, S. and Altuntas, Y. (2007), "Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars", Cement Concrete Compos., 29(5), 391-396. https://doi.org/10.1016/j.cemconcomp.2006.12.010.
  19. Ghafoori, N. and Najimi, M. (2015), "Impact-compacted noncement and vibratory-placed noncement/partial-cement concretes containing fluidized bed and pulverized coal combustion residues", J. Mater. Civil Eng., 27(7). https://doi.org/10.1061/(ASCE)MT.1943-5533.0000988.
  20. Gopalaratnam, V.S., Shah, S.P., Batson, G.B., Criswell, M.E., Ramakrishnan, V. and Wecharatana, M. (1991), "Fracture toughness of fiber reinforced concrete", ACI Mater. J., 88(4), 339-353.
  21. Gulsan, M.E., Al Jawahery, M.S., Alshawaf, A.H., Hussein, T.A., Abdulhaleem, K.N. and Cevik, A. (2018), "Rehabilitation of normal and self-compacted steel fiber reinforced concrete corbels via basalt fiber", Adv. Concrete Constr., 6(5), 423-463. https://doi.org/10.12989/acc.2018.6.5.423.
  22. Gupta, M. and Kumar, M. (2019), "Effect of nano silica and coir fiber on compressive strength and abrasion resistance of Concrete", Constr. Build. Mater., 226, 44-50. https://doi.org/10.1016/j.conbuildmat.2019.07.232.
  23. Horszczaruk, E.K. (2009), "Hydro-abrasive erosion of high performance fiber-reinforced concrete", Wear, 267(1-4), 110-115. https://doi.org/10.1016/j.wear.2008.11.010.
  24. Ismail, M.K., Hassan, A.A.A. and Lachemi, M. (2018), "Effect of fiber type on impact and abrasion resistance of engineered cementitious composite", ACI Mater. J., 115(6), 957-968. https://doi.org/10.14359/51710960.
  25. Kachouh, N., El-Hassan, H. and El-Maaddawy, T. (2019), "Effect of steel fibers on the performance of concrete made with recycled concrete aggregates and dune sand", Constr. Build. Mater., 213, 348-359. https://doi.org/10.1016/j.conbuildmat.2019.04.087.
  26. Kaufmann, J., Frech, K., Schuetz, P. and Munch, B. (2013), "Rebound and orientation of fibers in wet sprayed concrete applications", Constr. Build. Mater., 49, 15-22. https://doi.org/10.1016/j.conbuildmat.2013.07.051.
  27. Kilic, A., Atis, C.D., Teymen, A., Karahan, O., Ozcan, F., Bilim, C. and Ozdemir, M. (2008), "The influence of aggregate type on the strength and abrasion resistance of high strength concrete", Cement Concrete Compos., 30(4), 290-296. https://doi.org/10.1016/j.cemconcomp.2007.05.011.
  28. Kryzanowski, A., Mikos, M., Sustersic, J. and Planinc, I. (2009), "Abrasion resistance of concrete in hydraulic structures", ACI Mater. J., 106(4), 349-356.
  29. Lee, C.H., Mansouri, I., Kim, E., Hwang, K.S. and Woo, W.T. (2019a), "Flexural strength of one-way composite steel deck slabs voided by circular paper tubes", J. Struct. Eng., 145(2), 04018246. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002259.
  30. Lee, C.H., Mansouri, I., Kim, E., Ryu, J. and Woo, W.T. (2019b), "Experimental analysis of one-way composite steel deck slabs voided by circular paper tubes: Shear strength and moment-shear interaction", Eng. Struct., 182, 227-240. https://doi.org/10.1016/j.engstruct.2018.12.063.
  31. Lou, T., Lopes, S.M.R. and Lopes, A.V. (2014), "Flexure of continuous HSC beams with external CFRP tendons: Effects of fibre elastic modulus and steel ratio", Compos. Struct., 116(1), 29-37. https://doi.org/10.1016/j.compstruct.2014.05.001.
  32. Luhar, S., Chaudhary, S. and Luhar, I. (2019), "Development of rubberized geopolymer concrete: Strength and durability studies", Constr. Build. Mater., 204, 740-753. https://doi.org/10.1016/j.conbuildmat.2019.01.185.
  33. Mohammed, A.A., Mohammed, I.I. and Mohammed, S.A. (2019), "Some properties of concrete with plastic aggregate derived from shredded PVC sheets", Constr. Build. Mater., 201, 232-245. https://doi.org/10.1016/j.conbuildmat.2018.12.145.
  34. Paliwal, G. and Marua, S. (2017), "Effect of fly ash and plastic waste on mechanical and durability properties of concrete", Adv. Concrete Constr., 5(6), 575-586. https://doi.org/10.12989/acc.2017.5.6.575.
  35. Ramesh Kumar, G.B., Bhardwaj, A. and Sharma, U.K. (2018), "Cavitation resistance of concrete containing different material properties", Adv. Concrete Constr., 6(1), 15-28. https://doi.org/10.12989/acc.2018.6.1.015.
  36. Romualdi, J.P. and Batson, G.B. (1963), "Mechanics of crack arrest in concrete", J. Eng. Mech. Div., 89(3), 147-168. https://doi.org/10.1061/JMCEA3.0000381
  37. Shen, D., Liu, C., Li, C., Zhao, X. and Jiang, G. (2019), "Influence of Barchip fiber length on early-age behavior and cracking resistance of concrete internally cured with super absorbent polymers", Constr. Build. Mater., 214, 219-231. https://doi.org/10.1016/j.conbuildmat.2019.03.209.
  38. Simons, B.P. (1992), "Abrasion testing for suspended sediment loads", Concrete Int., 14(3), 58-61.
  39. Uddin, M.T., Mahmood, A.H., Kamal, M.R.I., Yashin, S.M. and Zihan, Z.U.A. (2017), "Effects of maximum size of brick aggregate on properties of concrete", Constr. Build. Mater., 134, 713-726. https://doi.org/10.1016/j.conbuildmat.2016.12.164.
  40. Wang, J., Dai, Q., Guo, S. and Si, R. (2019), "Study on rubberized concrete reinforced with different fibers", ACI Mater. J., 116(2), 21-31. https://doi.org/10.14359/51712266.
  41. Yang, X., Zohrevand, P., Mirmiran, A., Arockiasamy, M. and Potter, W. (2016), "Effect of elastic modulus of carbon fiber-reinforced polymer strands on the behavior of posttensioned segmental bridges", J. Compos. Constr., 20(5). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000680.
  42. Zhang, W., Li, H. and Zhang, Y. (2018), "Effect of porosity on frost resistance of Portland cement pervious concrete", Adv. Concrete Constr., 6(4), 363-373. https://doi.org/10.12989/acc.2018.6.4.363.
  43. Zhao, S., Van Dam, E., Lange, D. and Sun, W. (2017), "Abrasion resistance and nanoscratch behavior of an ultra-high performance concrete", J. Mater. Civil Eng., 29(2). https://doi.org/10.1061/(ASCE)MT.1943-5533.0001744.

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