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Coupled effect of waste tire rubber and steel fibers on the mechanical properties of concrete

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Studies in the literature indicate that while tire crumb rubber can be added to concrete to replace some natural aggregates, steel fibers need to be introduced to overcome the compromise in the mechanical properties of concrete, especially compressive and tensile strength, that would be caused due to the addition of tire crumb rubber exclusively. In the present study, a minimum content of steel fibers has been added to mitigate the negative impact of addition of tire rubber fibers on the mechanical properties of concrete. The tire rubber fibers content was varied from 1% to 3% by volume whereas steel fibers were added from 0.1% to 0.3% by volume only. In this way, the effectiveness of hybridized concrete using tire rubber and steel fibers was evaluated based on its mechanical properties. The results revealed that inclusion of steel fibers overcame the reduction in strength and toughness of concrete to which tire rubber fibers have been added. Concrete with 2% tire rubber fibers and 0.2% steel fibers showed better mechanical performance in terms of compressive strength (10%), split tensile (14.7%), flexural strength (6.6%), and flexural toughness indices ( T150D=46% , f150D=45% ) as compared to the concrete with only 3% tire rubber fibers.
Wydawca
Rocznik
Strony
49--59
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
  • Civil Engineering Department, University of Engineering and Technology, Lahore, Pakistan
  • Civil Engineering Department, University of Engineering and Technology, Lahore, Pakistan
autor
  • Civil Engineering Department, University of Engineering and Technology, Lahore, Pakistan
  • Civil Engineering Department, University of Engineering and Technology, Lahore, Pakistan
autor
  • Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj11942, Saudi Arabia
autor
  • Structural Engineering and Construction Management Department, Faculty of Engineering and Technology, FutureUniversity in Egypt, 11845 New Cairo, Egypt
Bibliografia
  • [1] Yu Y, Zhu H. Influence of rubber size on properties of crumb rubber mortars. Materials (Basel). 2016; 9(7):527. https://doi.org/10.3390/ma9070527
  • [2] Behbahani H, Nematollahi B. Steel fiber reinforced concrete: a review International Conference on Structural Engineering, Construction and Management, Kandy, Srilanka, 2011.
  • [3] Lawyer JS, Zampini D, Shah SP. Microfiber and macrofiber hybrid fiber-reinforced concrete. J Mater Civ Eng. 2005;17(5):595–604. https://doi.org/10.1061/(asce)0899-1561(2005)17:5(595)
  • [4] Thomas BS, Gupta RC, Panicker VJ. Recycling of waste tire rubber as aggregate in concrete: durability-related performance. J Clean Prod. 2016; 112:504–13. https://doi.org/10.1016/j.jclepro.2015.08.046
  • [5] Baricevic A, Bjegovic D, Skazlic M. Hybrid fiber–reinforced concrete with unsorted recycled-tire steel fibers. J Mater Civ Eng. 2017; 29(6):06017005. https://doi.org/10.1061/(asce)mt.1943-5533.0001906
  • [6] Bakar BA, Noaman AT, Akil HM. Cumulative effect of crumb rubber and steel fiber on the flexural toughness of concrete. Eng Technol Appl Sci Res. 2017; 7:1345–52. https://doi.org/10.48084/etasr.854
  • [7] Youssf O, ElGawady MA, Mills JE. Experimental investigation of crumb rubber concrete columns under seismic loading. Eng Struct. 2015;79; https://doi.org/10.1016/j.istruc.2015.02.005
  • [8] Abaza OA, Hussein ZS. Flexural behavior of steel fiber-reinforced rubberized concrete. J Mater Civ Eng. 2016;28(1):04015076. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001334
  • [9] Liu H, Wang X, Jiao Y, Sha T. Experimental investigation of the mechanical and durability properties of crumb rubber concrete. Materials. 2016; 9(3):172. https://doi.org/10.3390/ma9030172
  • [10] Liu R, Lui Y. Steel fiber reinforced concrete and its application performance. Int J Multidiscip Res Dev. 2016;3(6):341–3.
  • [11] Akcay B, Tasdemir MA. Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete. Constr Build Mater. 2012;28(1):287–93. https://doi.org/10.1016/j.conbuildmat.2011.08.044
  • [12] Raffoul S, Garcia R, Pilakoutas K, Guadagnini M, Medina NF. Optimisation of rubberised concrete with high rubber content: an experimental investigation. Constr Build Mater. 2016;124:391–404. https://doi.org/10.1016/j.conbuildmat.2016.07.054
  • [13] Thomas BS, Gupta RC, Panicker VJ. Experimental and modelling studies on high strength concrete containing waste tire rubber. Sustain Cities Soc. 2015;19:68–73. https://doi.org/10.1016/j.scs.2015.07.013
  • [14] Bakar BHA, Noaman AT, Akil HM. Cumulative effect of crumb rubber and steel fiber on the flexural toughness of concrete. Eng Technol Appl Sci Res. 2017;7(1):1345–52.
  • [15] Noaman AT, Bakar BHA, Akil HM. Experimental investigation on compression toughness of rubberized steel fibre concrete. Constr Build Mater. 2016;115:163–70. https://doi.org/10.1016/j.conbuildmat.2016.04.022
  • [16] Nitin. Analysis and testing of waste tire fiber modified concrete. Int J Sci Res. 2017;6(2):96–101.
  • [17] Khatib ZK, Bayomy FM. Rubberized portland cement concrete. J Mater Civ Eng. 1999;11(3):206–13. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:3(206)
  • [18] Eldin NN, Senouci AB. Rubber-tire particles as concrete aggregate. J Mater Civ Eng. 1993;5(4):478–96. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:4(478)
  • [19] Topçu IB. The properties of rubberized concretes. Cem Concr Res. 1995;25(2):304–10. https://doi.org/10.1016/0008-8846(95)00014-3
  • [20] Li G, Garrick G, Eggers J, Abadie C, Stubblefield MA, Pang SS. Waste tire fiber modified concrete. Compos Part B Eng. 2004;35(4):305–12. https://doi.org/10.1016/j.compositesb.2004.01.002
  • [21] Bijarimi M, Zulkafli H, Beg MD. Mechanical properties of industrial tyre rubber compounds. J Appl Sci. 2010;10:1345–8. https://doi.org/10.3923/jas.2010.1345.1348
  • [22] ACI Committee 211. Recommended practice for selecting proportions for normal and heavyweight concrete. Detroit: The Institute; 1977., 1991.
  • [23] ASTM Committee 143. Standard test method for slump of hydraulic-cement concrete. West Conshohocken, PA: ASTM International; 2015.
  • [24] ASTM Committee 39. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International; 2021.
  • [25] ACI Committee 496. Standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International; 2017.
  • [26] ACI Committee 1609. Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading). West Conshohocken, PA: ASTM International; 2019.
  • [27] ACI Committee 1018. Standard test method for flexural toughness and first crack strength of fiber-reinforced concrete (using beam with third-point loading). West Conshohocken, PA: ASTM International; 1997.
  • [28] Yazıcı S, İnan G, Tabak V. Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC. Constr Build Mater. 2007;21(6):1250–3. https://doi.org/10.1016/j.conbuildmat.2006.05.025
  • [29] Iqbal S, Ali I, Room S, Khan SA, Ali A. Enhanced mechanical properties of fiber reinforced concrete using closed steel fibers. Mater Struct. 2019;52(3):56. https://doi.org/10.1617/s11527-019-1357-6
  • [30] Topçu IB, Canbaz M. Effect of different fibers on the mechanical properties of concrete containing fly ash. Constr Build Mater. 2007;21(7):1486–91. https://doi.org/10.1016/j.conbuildmat.2006.06.026
  • [31] Noaman AT, Bakar BHA, Akil HM, Alani AH. Fracture characteristics of plain and steel fibre reinforced rubberized concrete. Constr Build. Mater. 2017;152:414–23. https://doi.org/10.1016/j.conbuildmat.2017.06.127
  • [32] Fu C, Ye H, Wang K, Zhu K, He C. Evolution of mechanical properties of steel fiber-reinforced rubberized concrete (FR-RC). Compos Part B Eng. 2019;160:158–66. https://doi.org/10.1016/j.compositesb.2018.10.045
  • [33] Ramakrishnan V, Wu GY, Hosalli G. Flexural behavior and toughness of fiber reinforced concretes. Transp Res Rec. 1989;1226:69–77.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2879d6aa-6695-4ae2-9440-7374c05f4008
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