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Volume 42 Issue 1
Dec.  2014
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Article Contents
Yang Songlin, Diao Bo. INFLUENCE OF STEEL FIBER GEOMETRY ON THE MECHANICAL PERFORMANCE OF ULTRA-HIGH PERFORMANCE FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 140-143,169. doi: 10.13204/j.gyjz201201027
Citation: Yang Songlin, Diao Bo. INFLUENCE OF STEEL FIBER GEOMETRY ON THE MECHANICAL PERFORMANCE OF ULTRA-HIGH PERFORMANCE FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 140-143,169. doi: 10.13204/j.gyjz201201027

INFLUENCE OF STEEL FIBER GEOMETRY ON THE MECHANICAL PERFORMANCE OF ULTRA-HIGH PERFORMANCE FIBER REINFORCED CONCRETE

doi: 10.13204/j.gyjz201201027
  • Received Date: 2010-04-15
  • Publish Date: 2012-01-20
  • The steel fibers used in fiber reinforced concrete were shaped with flattened end or hooked end to strengthen the anchoring effect between the concrete matrix and fibers.However,the mechanical difference of ultra-high performance fiber reinforced concrete(UHPFRC) with these two deformed fibers remains to be confirmed experimentally.In this paper,the end-flattened and end-hooked fibers were used in producing UHPFRC with the fiber volume ratio of 1%,2%,2.5% and 3% to investigate the different fiber reinforcing effect.The results showed that with the fiber volume ratio of 2%,the UHPFRC with end-flattened achieved the best workability and mechanical performance;with the fiber volume ratio of 2%~2.5%,the flexural strength and fracture energy of UHPFRC with end-flattened fibers exceeded that of end-hooked fibers;due to the better anchoring effect,UHPFRC beams with end-hooked fibers behaved more ductile than that with end-flattened fibers after the peak load.
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  • Richard P. Composites of Reactive Powder Concretes[J].Cement and Concrete Research,1995,(07):1501-1511.
    Richard P. Reactive Powder Concrete:A New Ultra-High-Strength Cementitious Material[R].France:Paris,1996.
    Soutsos M N,MiUard S G,Karaiskos K,Mix Design. Mechanical Properties,and Impact Resistance of Reactive Powder Concrete(RPC)[A].RILEM Publication,2006.
    Richard P,Cheyrezy M. Reactive Powder with High Ductility and 200-800 MPa Compressive Strength[J].ACI Special Publication,1994.507-518.
    $chmidt M E F. Ultra-High-Performance Concrete:Research,Development and Application in Europe[R].Washington:American Concrete Institute,2005.
    Li V C,Wang S X. Microstructure Variability and Macrooscopic Composite Properties of High Performance Fiber Reinforced Cementitious Composites[J].Probability and Materials,2006,(03):201-206.
    Bentur A,Mindess S. Fibre Reinforced Cementitious Composites[M].London:Spon Press,2007.237-277.
    Balaguru P N,Shah S P. Fiber-Reinforced Cement Composits[M].New York:mcgraw-hill Book Company,inc,1992.
    Soroushian P,Bayasi Z. Fiber Type Effects on the Performance of Steel Fiber Reinforced Concrete[J].ACI Materials Journal,1991,(02):129-134.
    Balaguru P,Narahari R,Patel M. Flexural Toughness of Steel Fiber Reinforced Concrete[J].ACI Materials Journal,1992,(06):541-546.
    Banthia N,Trottier J F. Test Methods for Flexural Toughness Charactefisation of Fiber Reinforced Concrete:Some Concerns and Proposition[J].ACI Materials Journal,1995,(01):48-57.
    Banthia N,Trottier J F. Concrete Reinforced with Deformed Steel Fibers:Part II.Toughness Characterisation[J].ACI Materials Journal,1995,(03):146-154.
    Trottier J F,Banthia N. Toughness Characterisation of Steel Fiber Reinforced Concrete[J].Journal of Materials in Civil Engineering ASCE,1994,(02):264-289.
    Chen L,Mindess S,Morgan D R. Specimen Geometry and Toughness of Steel Fiber Reinforced Concrete[J].Journal of Materials in Civil Engineering,1994,(04):529-541.
    Banthia N,Trottier J. Deformed Steel Fiber-Cementitious Matrix Bond Under Impact[J].Cement and Concrete Research,1991,(21):158-168.
    Mindess S. Fiber Reinforced Cementitious Composites[M].Abingdon,Oxon:Taylor Francis,2007.
    Hannant D J. Fiber Cements and Fiber Concretes[M].New York:A Wlley-Interscience Publication,1978.
    Rossi P. High Performance Multi Modal Fiber Reinforced Cement Composites[A].France:Paris,1996.
    Barnett S J,Millard S G,Soutsos M N. Ultra High Performance Fibre Reinforced Concrete for Explosion Resistant Structures[R].Belfast,2007.
    Le T T. Ultra High Performance Fibre Reinforced Concrete Paving Flags[D].Liverpool:University of Liverpool,2008.
    Le T T,Soutsos M N,Millard S G. Ultra-High Performance Fibre Reinforced Concrete-Optimisation of Mix Proportions[M].Balfast,2007.
    Yang S L,Millard S G,Soutsos M N. Influence of Aggregate and Curing Regime on the Mechanical Properties of Ultra-High Performance Fiber Reinforced Concrete(UHPFRC)[J].Construction and Building Materials,2009,(06):2291-2298.
    BFUP-AFGC.Ultra High Performance Fibre-Reinforced Concretes,Inter-Recommendations[M].France:Publications A,2002.
    BS EN 1881 Part 116 :Testing Concrete.Method for Determination of Compressive Strength of Concrete Cubes[S].1983.
    BS EN 12390 Part 5:Testing Hardened Concrete.Flexural Strength of Test Specimens[S].2000.
    鞠杨,贾玉丹,刘红彬. 活性粉末混凝土钢纤维增强增韧的细观机理[J].中国科学:E辑:技术科学,2007,(11):1403-1416.
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