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Effects of Fiber Volume Fraction and Water/Cement Ratio on Toughness Development of Steel Fiber Reinforced Concrete

  • Lee, Chang Joon (School of Architecture and Civil Engineering, Kyungpook National University) ;
  • Lange, David A. (Department of Civil and Environmental Eng., University of Illinois at Urbana-Champaign) ;
  • Lee, Jae Yong (Division of Architecture, Pukyong National University) ;
  • Shin, Sung Woo (Department of Safety Engineering, Pukyong National University)
  • Received : 2012.07.25
  • Accepted : 2012.10.12
  • Published : 2013.02.20

Abstract

Flexure toughness of Steel Fiber Reinforced Concrete (SFRC) shows a time-dependent characteristic due to the hydration process of the cement matrix in the SFRC system. The effect of two important factors, water/cement (w/c) ratio and fiber volume fraction, on the flexure toughness development of SFRC were investigated. Three different SFRC mixtures with hooked-end steel fibers were tested using a four-point bending testing configuration. Each mixture was tested at five different ages. The results showed that the post-peak toughness of SFRC developed at an earlier age than the first-crack toughness.

Keywords

References

  1. Ding Y, Kusterle W. Compressive Stress-Strain Relationship of Steel Fiber-Reinforced Concrete at Early Age. Cement and Concrete Research. 2000 Oct;30(10):1573-9. https://doi.org/10.1016/S0008-8846(00)00348-3
  2. Gopalaratnam VS, Shah SP, Batson GB, Criswell, ME, Ramakrishnan V, Wecharatana M. Fracture Toughness of Fiber Reinforced Concrete. ACI Materials Journal. 1991 Jul;88(4):339-53.
  3. Gopalaratnam VS, Gettu R. On the Characterization of Flexural Toughness in Fiber Reinforced Concretes. Cement and Concrete Composites. 1995 Sep;17(3):239-54. https://doi.org/10.1016/0958-9465(95)99506-O
  4. Trottier JF, Banthia N. Toughness Characterization of Steel-Fiber Reinforced Concrete. ASCE Journal of Materials in Civil Engineering. 1994 May;6(2):264-89. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:2(264)
  5. Balaguru P, Narahari R, Patel M. Flexural Toughness of Steel Fiber Reinforced Concrete. ACI Materials Journal. 1992 Nov;89(6):541-9.
  6. Song PS, Hwang S. Mechanical Properties of High-strength Steel Fiber Reinforced Concrete. Construction and Building Materials. 2004 Nov;18(9):669-73. https://doi.org/10.1016/j.conbuildmat.2004.04.027
  7. Soroushian P, Bayasi Z. Fiber Type Effects on the Performance of Steel Fiber Reinforced Concrete. ACI Materials Journal. 1991 Mar;88(2):129-34.
  8. Chan YW, Li VC. Age Effect on the Characteristics of Fiber/Cement Interfacial Properties. Journal of Material Science. 1997 Oct;32(19):5287-92. https://doi.org/10.1023/A:1018658626152
  9. Li VC, Chan YW. Determination of Interfacial Debond Mode for Fiber-Reinforced Cementitious Composites. ASCE Journal of Engineering Mechanics. 1994 Apr;120(4):707-19. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:4(707)
  10. ASTM International. ASTM C1018 Standard Test Method for Flexural Toughness and First-Crack Strength of Fiber Reinforced Concrete (using beam with third-point loading). West Conshohocken: American Society of Testing and Materials. 1998. p. 8
  11. ASTM International. ASTM C1609 Standard Test Method for Flexural Performance of Fiber Reinforced Concrete (using beam with third-point loading). West Conshohocken: American Society of Testing and Materials. 2006. p. 9
  12. Japan Concrete Institute. JCI Standards for Test Methods of Fibre Reinforced Concrete-Method of Test for Flexural Strength and Flexural Toughness of Fibre Reinforced Concrete(Standard SF4). Tokyo: Japan Concrete Institute; 1983. p. 4

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