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Effect of Hyper-plasticizer Additive Rates on the Properties of Polypropylene Fibre Tempered Concretes

  • İlker Bekir Topçu
  • Hasan Baylavli
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 6)

Abstract

In this study, effect of different rates of hyper-plasticizer additives on the physical and mechanical properties of polypropylene fibre tempered concretes was investigated. The factors of slump and compaction, which are fresh concrete properties, were also examined. In the study, different types and rates of polypropylene fibres were used. Polypropylene fibres and hyper-plasticizer additives were used in three different rates in the mixture. As polypropylene fibre amount increased in the mixture, hyper-plasticizer additive amount also increased. Fresh concrete slump values were measured between 15 and 19 cm. Impaction factor value was between 0.89 and 0.99. In some mixtures, it was seen that the relation between the slump value and impaction value was disrupted. Abrasion and water absorption values, which were physical properties of the hardened concrete, were calculated. In abrasion tests, it was seen that concretes with C, D and E fibres were eroded less. Polypropylene fibre additive increased the water absorption value of concrete. Its effect on splitting-tensile strength, which was a hardened concrete property, was examined. In splitting-tensile strength experiment, 15 × 30 cm cylinder samples were used. It was seen that the polypropylene fibres increased the splitting-tensile resistance of the concrete at the rate of 80% compared to the polypropylene fibre additive free mixture. Also, deformation meters were placed on the sample in splitting-tensile resistance. Horizontal deformations of samples were measured at the moment of breaking. While horizontal deformation values increased in 7 day samples compared to propylene fibre additive-free mixture, they decreased in 28-day samples. 7 day horizontal deformation values of the samples were measured to be higher than the 28 day horizontal deformation values. This situation can be explained with brittleness of the concrete at the end of 28 days as it gains resistance.

Keywords

Fibre Hyper-plasticizer Fresh concrete Abrasion Splitting-tensile 

References

  1. 1.
    Kurt G (2006) Effects of fibre content and water-cement rate on the mechanical behaviours of the fibro-concrete. Master’s thesis, İstanbul University Institute of Science, Construction Engineering Department, İstanbulGoogle Scholar
  2. 2.
    Altun F, Tanrıöven F, Dirikgil T (2013) Experimental investigation of mechanical properties of hybrid fiber reinforced concrete sample sand prediction of energy absorption capacity of beams by fuzzy-genetic model. Constr Build Mater 44:565–574CrossRefGoogle Scholar
  3. 3.
    Kunieda M, Ueda N, Nakamura H (2014) Ability of recycling on fiber reinforced concrete. Constr Build Mater 67:315–320CrossRefGoogle Scholar
  4. 4.
    Noushini A, Samali B, Vessalas K (2013) Effect of polyvinyl alcohol (PVA) fibre on dynamic and material properties of fibre reinforced concrete. Constr Build Mater 49:374–383CrossRefGoogle Scholar
  5. 5.
    Campelloa E, Pereirab MV, Darwish F (2014) The effect of short metallic and polymeric fiber on the fracture behavior of cement mortar. Procedia Mater Sci 3:1914–1921CrossRefGoogle Scholar
  6. 6.
    Pliya P, Beaucour AL, Noumowé A (2011) Contribution of cocktail of polypropylene and steel fibres in improving the behaviour of high strength concrete subjected to high temperature. Constr Build Mater 25:1926–1934CrossRefGoogle Scholar
  7. 7.
    Martinez-Barrera G, Urena-Nunez F, Gencel O, Brostow W (2011) Mechanical properties of polypropylene fiber reinforced concrete after gamma irradiation. Compos A 42:567–572CrossRefGoogle Scholar
  8. 8.
    Karahan O, Atiş CD (2011) The durability properties of polypropylene fiber reinforced fly ash concrete. Mater Des 32:1044–1049CrossRefGoogle Scholar
  9. 9.
    Karahan O (2006) Properties of fibre-supported fly ash concretes. Dissertation, Çukurova University, 274sGoogle Scholar
  10. 10.
    Arslan M, Subaşı S, Durmuş G, Can Ö, Yıldız K (2007) alternative concrete and production method researches in concrete road covering. Gazi University Scientific Research Project Ankara, Turkey, 145sGoogle Scholar
  11. 11.
    Grdic ZJ, Curcic GAT, Ristic NS, Despotovic IM (2012) Abrasion resistance of concrete micro-reinforced with polypropylene fibers. Constr Build Mater 27:305–312CrossRefGoogle Scholar
  12. 12.
    Bolat H, Şimşek O, Çullu M, Durmuş G, Can Ö (2014) The effects of macro synthetic fiber reinforcement use on physical and mechanical properties of concrete. Composites, p 29 (in press)Google Scholar
  13. 13.
    Alani AM, Beckett D (2013) Mechanical properties of a large scale synthetic fibre reinforced concrete ground slab. Constr Build Mater 41:335–344CrossRefGoogle Scholar
  14. 14.
    Özcan A (2006) Industrial Waste and polypropylene fibre area concrete properties research. Master’s thesis, Zonguldak Karaelmas University, 83sGoogle Scholar
  15. 15.
    Açıkgenç M, Arazsu U, Alyamaç KE (2012) Resistance and durability properties of polypropylene fibre concretes with different mixture rates. SDU Int Technol Sci 4:41–54Google Scholar
  16. 16.
    Nobili A, Lanzoni L, Tarantino AM (2013) Experimental investigation and monitoring of a polypropylene-based fiber reinforced concrete road pavement. Constr Build Mater 47:888–895CrossRefGoogle Scholar
  17. 17.
    Fraternali F, Ciancia V, Chechile R, Rizzano G, Feo L, Incarnato L (2011) Experimental study of the thermo-mechanical properties of recycled pet fiber-reinforced concrete. Compos Struct 93:2368–2374Google Scholar
  18. 18.
    Manolis GD, Gareis PJ, Tsonos AD, Neal JA (1997) Dynamic properties of polypropylene fiber-reinforced concrete slabs. Cement Concr Compos 19:341–349CrossRefGoogle Scholar
  19. 19.
    Rashiddadash P, Ramezanianpour AA, Mahdikhani M (2014) Experimental investigation on flexural toughness of hybrid fiber reinforced concrete (HFRC) containing metakaolin and pumice. Constr Build Mater 51:313–320CrossRefGoogle Scholar
  20. 20.
    Yap SP, Alengaram UJ, Jumaat MZ (2013) Enhancement of mechanical properties in polypropylene and nylon fibre reinforced oil palm shell concrete. Mater Des 49:1034–1041CrossRefGoogle Scholar
  21. 21.
    Wang H, Belarbi A (2013) Flexural durability of FRP bars embedded in fiber reinforced concrete. Constr Build Mater 44:541–550CrossRefGoogle Scholar
  22. 22.
    Cifuentes H, García F, Maeso O, Medina F (2013) Influence of the properties of polypropylene fibres on the fracture behaviour of low, normal and high-strength FRC. Constr Build Mater 45:130–137CrossRefGoogle Scholar
  23. 23.
    Tabatabaei ZS, Volz JS, Keener DI, Gliha BP (2014) Comparative impact behavior of four long carbon fiber reinforced concretes. Mater Des 55:212–223CrossRefGoogle Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2018

Authors and Affiliations

  1. 1.Civil EngineeringEskişehir Osmangazi UniversityEskişehirTurkey
  2. 2.Technical Vocational School, Department of Construction TechnologyHitit UniversityÇorumTurkey

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