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

被引:266
作者
Yoo, Doo-Yeol [1 ]
Yoon, Young-Soo [2 ]
机构
[1] Hanyang Univ, Dept Architectural Engn, Seoul 133791, South Korea
[2] Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 136713, South Korea
关键词
ultra-high-performance fiber-reinforced concrete; bond performance; structural behavior; design code; application; REACTIVE POWDER CONCRETE; FLEXURAL BEHAVIOR; NUMERICAL-SIMULATION; UHPFRC BEAMS; STRENGTH; STEEL; GFRP; STRESS; LENGTH;
D O I
10.1007/s40069-016-0143-x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:125 / 142
页数:18
相关论文
共 73 条
[1]  
ACI Committee 440, 2006, 4401R06 ACI
[2]  
[Anonymous], 2011, ULTR PERF CONCR UHPC
[3]  
[Anonymous], P 7 INT C STRUCT SHO
[4]  
[Anonymous], 2008, P 4 INT IABMAS C
[5]  
[Anonymous], J STRUCT ENG
[6]  
[Anonymous], 2014, Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). ACI 318-14
[7]  
[Anonymous], 2006, CANCSAS6
[8]  
[Anonymous], 2002, ULTRA HIGH PERFORMAN
[9]  
[Anonymous], 2002, S806 CANCSA
[10]  
[Anonymous], J STRUCT ENG