• DocumentCode
    591687
  • Title

    Assessment on compressive strength of Waste Rubber Tube Tyre (WRTT) fiber in concrete

  • Author

    Sani, Mohd Syahrul Hisyam Mohd ; Muftah, Fadhluhartini

  • Author_Institution
    Fac. of Civil Eng., Univ. Teknol. Mara Pahang, Pekan, Malaysia
  • fYear
    2012
  • fDate
    23-26 Sept. 2012
  • Firstpage
    365
  • Lastpage
    367
  • Abstract
    The study is concentrated on assessment on compressive strength of Waste Rubber Tube Tyre (WRTT) fiber as reinforced bar replacement in concrete. WRTT fiber is produced from waste tyre industry. WRTT fiber is determined for its density and percentage of water absorption. WRTT fiber is designed and cut to a size of 5 cm in length, 0.5cm in breadth and 0.1 cm in thickness. WRTT fiber is mixed with concrete with percentage proportion of 0%, 1%, 1.5%, 2.0% and 2.5%. All concrete are cured in clean and clear water and tested for compressive strength at 7 and 28 days. Every mixes illustrateda low compressive strength compared to a control mix. The highest percentage proportion of 1.0 % showed 40-45% different when compared with control mix for early and matured ages. Finally, further studies can be done to assess the general issues of strength to show the potential of WRTT fiber in concrete.
  • Keywords
    absorption; bars; compressive strength; fibres; reinforced concrete; rubber; water; WRTT fiber; compressive strength; reinforced bar replacement; reinforced concrete; size 0.1 cm; size 0.5 cm; size 5 cm; time 28 day; time 7 day; waste rubber tube tyre fiber; waste tyre industry; water absorption; Concrete; Electron tubes; Optical fiber testing; Rubber; Steel; Tires; Compressive strength; concrete; fiber; waste rubber tube tyre;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Business, Engineering and Industrial Applications (ISBEIA), 2012 IEEE Symposium on
  • Conference_Location
    Bandung
  • Print_ISBN
    978-1-4577-1632-4
  • Type

    conf

  • DOI
    10.1109/ISBEIA.2012.6422905
  • Filename
    6422905