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.
| Original language | English |
|---|---|
| Pages (from-to) | 125-142 |
| Number of pages | 18 |
| Journal | International Journal of Concrete Structures and Materials |
| Volume | 10 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2016 Jun 1 |
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Keywords
- application
- bond performance
- design code
- structural behavior
- ultra-high-performance fiber-reinforced concrete
ASJC Scopus subject areas
- Civil and Structural Engineering
- Ocean Engineering
Cite this
A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete. / Yoo, Doo Yeol; Yoon, Young Soo.
In: International Journal of Concrete Structures and Materials, Vol. 10, No. 2, 01.06.2016, p. 125-142.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete
AU - Yoo, Doo Yeol
AU - Yoon, Young Soo
PY - 2016/6/1
Y1 - 2016/6/1
N2 - 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.
AB - 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.
KW - application
KW - bond performance
KW - design code
KW - structural behavior
KW - ultra-high-performance fiber-reinforced concrete
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UR - http://www.scopus.com/inward/citedby.url?scp=85006186790&partnerID=8YFLogxK
U2 - 10.1007/s40069-016-0143-x
DO - 10.1007/s40069-016-0143-x
M3 - Article
AN - SCOPUS:85006186790
VL - 10
SP - 125
EP - 142
JO - International Journal of Concrete Structures and Materials
JF - International Journal of Concrete Structures and Materials
SN - 1976-0485
IS - 2
ER -