Research on mechanical properties and durability of early frozen concrete: A review

被引:7
|
作者
Huang, Daguan [1 ,2 ]
Feng, Ying [1 ]
Xia, Qian [1 ]
Tian, Jianbo [1 ]
Li, Xiufei [1 ]
机构
[1] Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Peoples R China
[2] Xian Univ Technol, State Key Lab Base Ecohydraul Engn Arid Area, Xian 710048, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete; Early frost; Mechanical property; Microstructure; Durability; EARLY-AGE CONCRETE;
D O I
10.1016/j.conbuildmat.2024.135988
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The mechanical properties and durability of concrete are significantly affected by early frozen, during the early curing phase, concrete has a relatively low initial strength, and its hydration reaction rate is impeded by the early frost stage, leading to internal water freezing and subsequent expansive stress. The freezing and expansion deformations induce crack formation in the concrete structure. Even if positive-temperature curing is implemented for a specific period, some deformations remain irreparable, significantly compromising the mechanical properties and durability of concrete. Research on early frozen concrete mainly focus on water-cement ratio, freezing temperature, curing age, and additive dosage, which have different effects on the mechanical properties, durability, and microstructure of concrete. This paper systematically summarizes and analyzes the effects of early freezing on the mechanical properties and durability of concrete subjected to early frozen at home and abroad, and predicts and analyzes its future research directions and trends in this field.
引用
收藏
页数:13
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