Application of cellulose fibre in ultra-high-performance concrete to mitigate autogenous shrinkage

被引:15
|
作者
Feng, Shuo [1 ,2 ,3 ]
Lyu, Jingjing [1 ,2 ,3 ]
Xiao, Huigang [1 ,2 ,3 ]
Feng, Jianhua [4 ]
机构
[1] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin, Peoples R China
[2] Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Harbin, Peoples R China
[3] Harbin Inst Technol, Sch Civil Engn, Harbin, Peoples R China
[4] China Construct Ind Engn & Technol Res Acad Co Lt, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
UHPC; cellulose fibre; autogenous shrinkage; fibre reinforcement; SILICA FUME; DRYING SHRINKAGE; UHPC; BEHAVIOR;
D O I
10.1080/21650373.2022.2119618
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims to apply cellulose fibre (CF) to reduce the autogenous shrinkage (AS) of ultra-high-performance concrete (UHPC). Different dosages of CF were considered, and the flowability, mechanical properties, hydration heat, AS, and internal relative humidity (IRH) of the UHPC mixtures were tested. The microstructure of UHPC incorporating CF was observed. The results indicated that CF with content higher than 0.3% significantly decreased the flowability of the UHPC mixture. CF can improve mechanical properties of UHPC, while a high CF content in UHPC mixtures increases the porosity of the matrix, thereby adversely affecting the mechanical properties. The addition of CF reduced the maximum heat of the hydration peak and delayed the appearance of the heat of the hydration peak. As the CF content was increased from 0 to 1.1%, the AS was reduced by 36%, and the time for sustaining IRH at 100% was prolonged.
引用
收藏
页码:842 / 855
页数:14
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