• DocumentCode
    3224218
  • Title

    Influence of fiber content and specimen size on fracture property of polypropylene fiber concrete

  • Author

    Yu Rangang ; Jinshun, Zhou ; Zhingming, Li ; Yanhua, Ran

  • Author_Institution
    Coll. of Pipeline & Civil Eng., China Univ. of Pet. (East China), Qingdao, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    422
  • Lastpage
    426
  • Abstract
    In order to study polypropylene fiber concrete´s fracture properties, the polypropylene fiber concrete with different fiber content and size under three-point bending was researched, and the fracture energy, unstable fracture toughness and critical crack tip opening displacement of the polypropylene fiber concrete in modified double-K criterion parametric model were also analyzed. The result indicated that any influence coefficient of the different specimen sizes was approximately similar with different fiber volume ratio; polypropylene fiber had biggish enhancement effect to the concrete, and there was a optimum fiber content of 0.9kg/m3.
  • Keywords
    bending; concrete; fracture toughness; polymer fibres; biggish enhancement effect; critical crack tip opening displacement; fiber content influence; fracture energy; fracture properties; fracture toughness; modified double-K criterion parametric model; polypropylene fiber concrete; three-point bending; Acoustic beams; Concrete; Integrated circuits; Optical fiber testing; Resistance; Stress; double-K fracture parameters; fracture toughness; polypropylene fiber concrete;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774660
  • Filename
    5774660