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A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concreteopen access

Authors
Yoo, Doo-YeolYoon, 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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Yoo, Doo Yeol
COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)
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