A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concreteopen access
- Authors
- Yoo, Doo-Yeol; Yoon, Young-Soo
- Issue Date
- Jun-2016
- Publisher
- SPRINGEROPEN
- Keywords
- ultra-high-performance fiber-reinforced concrete; bond performance; structural behavior; design code; application
- Citation
- INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, v.10, no.2, pp.125 - 142
- Indexed
- SCIE
SCOPUS
KCI
- Journal Title
- INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
- Volume
- 10
- Number
- 2
- Start Page
- 125
- End Page
- 142
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/154487
- DOI
- 10.1007/s40069-016-0143-x
- ISSN
- 1976-0485
- Abstract
- 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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