Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear

被引:279
|
作者
Banthia, N. [1 ]
Majdzadeh, F. [1 ]
Wu, J. [1 ]
Bindiganavile, V. [2 ]
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
来源
基金
加拿大自然科学与工程研究理事会;
关键词
Concrete; Fiber reinforced concrete; Toughness; Steel fiber; Cellulose fiber; Hybrid composites; Strength; Energy absorption; Flexure; Direct shear; STEEL FIBER; PERMEABILITY; SHRINKAGE; TOUGHNESS; STRENGTH; CARBON;
D O I
10.1016/j.cemconcomp.2013.10.018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In most cases, fiber reinforced concrete (FRC) contains only one type of fiber. The use of two or more types of fibers in a suitable combination has the potential to improve the mechanical properties of concrete, and result in performance synergy. This combining of fibers, often called hybridization, is investigated in this paper under flexure and direct shear. Along with a reference plain concrete mix, several singlefiber reinforced concrete mixes and two-fiber reinforced hybrid composite mixes were cast using diverse fiber combinations. Two types of macro-steel fibers and a micro-cellulose fiber were examined. Flexural and direct shear tests were performed and the results were analyzed to identify synergy, if any, associated with various fiber combinations. The paper highlights the influence of load configuration on fiber synergy. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:91 / 97
页数:7
相关论文
共 50 条
  • [31] Postcrack creep of polymeric fiber-reinforced concrete in flexure
    Kurtz, S
    Balaguru, P
    CEMENT AND CONCRETE RESEARCH, 2000, 30 (02) : 183 - 190
  • [32] BEHAVIOR OF REINFORCED STEEL-FIBER-CONCRETE BEAMS IN FLEXURE
    LIM, TY
    PARAMASIVAM, P
    LEE, SL
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (12): : 2439 - 2458
  • [33] Direct shear behavior of carbon fiber-reinforced polymer laminates and concrete
    Hsu, CTT
    Punurai, W
    Jia, YX
    Bian, H
    JOURNAL OF TESTING AND EVALUATION, 2006, 34 (03) : 158 - 166
  • [34] Development of hybrid steel-basalt fiber reinforced concrete - in aspects of flexure, fracture and microstructure
    Jenifer, J. Vinotha
    Brindha, D.
    REVISTA DE LA CONSTRUCCION, 2021, 20 (01): : 62 - 90
  • [35] DIRECT SHEAR BEHAVIOR OF CARBON FIBER REINFORCED SELF-COMPACTING CONCRETE
    Sarsam, Kaiss F.
    Al-Attar, Tareq S.
    Jumah, Ghzwan G.
    DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE (SCC 2014), 2014, 93 : 243 - 250
  • [36] Shear behaviour of fiber reinforced concrete beams
    Furlan, S
    de Hanai, JB
    CEMENT & CONCRETE COMPOSITES, 1997, 19 (04): : 359 - 366
  • [37] Shear Behavior of Synthetic Fiber Reinforced Concrete
    Mostafazadeh, M.
    Abolmaali, A.
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2016, 5 (01): : 371 - 386
  • [38] Trio/hybrid fiber effect on the geopolymer reinforced concrete for flexural and shear behavior
    Bayrak, Baris
    STRUCTURAL CONCRETE, 2024, 25 (06) : 4729 - 4756
  • [39] Hybrid fiber reinforced concrete special shear wall boundary element in compression
    Williams, Ian D.
    Arteta, Carlos
    Shao, Yi
    Ostertag, Claudia P.
    ENGINEERING STRUCTURES, 2022, 252
  • [40] Shear behavior of hybrid fiber reinforced high performance concrete deep beams
    Liu, S. (ajie2046@sina.com), 1600, Chinese Society of Civil Engineering (46):