International Journal of Concrete Structures and Materials

  • 제10권2호
  • /
  • Pages.125-142
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  • 2016
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  • 1976-0485(pISSN)
  • /
  • 2234-1315(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete

  • Yoo, Doo-Yeol (Department of Architectural Engineering, Hanyang University) ;
  • Yoon, Young-Soo (School of Civil, Environmental and Architectural Engineering, Korea University)
  • 투고 : 2016.02.28
  • 심사 : 2016.04.11
  • 발행 : 2016.06.30
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초록

An overall review of the structural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) elements subjected to various loading conditions needs to be conducted to prevent duplicate research and to promote its practical applications. Thus, in this study, the behavior of various UHPFRC structures under different loading conditions, such as flexure, shear, torsion, and high-rate loads (impacts and blasts), were synthetically reviewed. In addition, the bond performance between UHPFRC and reinforcements, which is fundamental information for the structural performance of reinforced concrete structures, was investigated. The most widely used international recommendations for structural design with UHPFRC throughout the world (AFGC-SETRA and JSCE) were specifically introduced in terms of material models and flexural and shear design. Lastly, examples of practical applications of UHPFRC for both architectural and civil structures were examined.

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  45. Optimizing the Mechanical Properties of Ultra-High-Performance Fibre-Reinforced Concrete to Increase Its Resistance to Projectile Impact vol.14, pp.17, 2016, https://doi.org/10.3390/ma14175098
  46. Photocatalytic high-performance fiber-reinforced cement composites with white Portland cement, titanium dioxide, and surface treated polyethylene fibers vol.15, pp.None, 2021, https://doi.org/10.1016/j.jmrt.2021.08.027
  47. Tensile behavior of crack-repaired ultra-high-performance fiber-reinforced concrete under corrosive environment vol.15, pp.None, 2016, https://doi.org/10.1016/j.jmrt.2021.11.121
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  49. Comparative study on square and rectangular UHPFRC-Filled steel tubular (CFST) columns under axial compression vol.34, pp.None, 2016, https://doi.org/10.1016/j.istruc.2021.08.104
  50. Experimental study on seismic behavior of precast concrete beam-column joints using UHPC-based connections vol.34, pp.None, 2016, https://doi.org/10.1016/j.istruc.2021.10.067
  51. Self-sensing capacity of ultra-high-performance fiber-reinforced concrete containing conductive powders in tension vol.125, pp.None, 2022, https://doi.org/10.1016/j.cemconcomp.2021.104331
  52. Flexural behavior of UHPC joints for precast UHPC deck slabs vol.251, pp.no.pa, 2016, https://doi.org/10.1016/j.engstruct.2021.113422
  53. Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance vol.148, pp.2, 2022, https://doi.org/10.1061/(asce)st.1943-541x.0003239
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