Early-Age Cracking of Fly Ash and GGBFS Concrete Due to Shrinkage, Creep, and Thermal Effects: A Review

被引:1
|
作者
Zhang, Yingda [1 ]
Liu, Xinyue [1 ]
Xu, Ziyi [2 ]
Yuan, Weiguang [3 ]
Xu, Yong [1 ]
Yao, Zuobang [4 ]
Liu, Zihao [5 ]
Si, Ruizhe [2 ]
机构
[1] Xihua Univ, Sch Architecture & Civil Engn, Chengdu 610039, Peoples R China
[2] Southwest Jiaotong Univ, Inst Civil Engn Mat, Sch Civil Engn, Chengdu 610031, Peoples R China
[3] Chengdu Univ Technol, Sch Environm & Civil Engn, Chengdu 610059, Peoples R China
[4] Univ New South Wales, Ctr Infrastructure Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[5] Univ Kitakyushu, Fac Environm Engn, Dept Architecture, 1-1 Hibikino Wakamatsu, Kitakyushu, Fukuoka 8080135, Japan
关键词
restrained shrinkage; early-age cracking; SCMs; degree of restraint; thermal cracking; model prediction; RESIDUAL-STRESS DEVELOPMENT; HIGH-PERFORMANCE CONCRETE; AUTOGENOUS SHRINKAGE; DRYING SHRINKAGE; RESTRAINED SHRINKAGE; REINFORCED-CONCRETE; PREDICTION MODELS; PORTLAND-CEMENT; TENSILE CREEP; HYDRATION;
D O I
10.3390/ma17102288
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Supplementary cementitious materials (SCMs) are eco-friendly cementitious materials that can partially replace ordinary Portland cement (OPC). The occurrence of early-age cracking in OPC-SCM blended cement is a significant factor impacting the mechanical properties and durability of the concrete. This article presents a comprehensive review of the existing research on cracking in OPC-SCM concrete mix at early ages. To assess the effects of SCMs on the early-age cracking of concrete, the properties of blended cement-based concrete, in terms of its viscoelastic behavior, evolution of mechanical performance, and factors that affect the risk of cracking in concrete at early ages, are reviewed. The use of SCMs in OPC-SCM concrete mix can be an effective method for mitigating early-age cracking while improving the properties and durability of concrete structures. Previous research showed that the shrinkage and creep of OPC-SCM concrete mix are lower than those of conventional concrete. Moreover, the lower cement content of OPC-SCM concrete mix resulted in a better resistance to thermal cracking. Proper selection, proportioning, and implementation of SCMs in concrete can help to optimize the performance and reduce the environmental impact of OPC-SCM concrete mix.
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页数:19
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