4.6 Review

Deterioration of concrete mechanical properties and fracture of steel bars caused by alkali-silica reaction: A review

期刊

STRUCTURES
卷 35, 期 -, 页码 893-902

出版社

ELSEVIER SCIENCE INC
DOI: 10.1016/j.istruc.2021.11.051

关键词

Alkali-silica reaction (ASR); Concrete; Mechanical properties; Reinforcement fracture

资金

  1. Na-tional Natural Science Foundation of China [52108147, 51878319]
  2. Jiangsu Planned Projects for Postdoctoral Research Funds [2020Z350]
  3. Senior Talent Foundation of Jiangsu University [20JDG19]

向作者/读者索取更多资源

This paper summarizes the models of deterioration of mechanical properties caused by alkali-silica reaction (ASR), discusses the mechanism and application methods, and further examines the brittle fracture of steel bars and suggests preventative measures.
Alkali-silica reaction (ASR) has caused many durability problems all over the world, including the deterioration of the mechanical properties of concrete and the brittle fracture of bent steel bars. The paper collects around 500 data from previous studies to sort out the varying models of deterioration for mechanical properties with ASR expansion, accompanied by discussing the deterioration mechanism and recommending application method for the actual structures, which is considered helpful for reference in the maintenance management of structures affected by ASR. Meanwhile, for the brittle fracture of steel bars, combining with the few previous research results currently available, the authors carried out in-depth discussions based on results of large-scale tests, and speculated the mechanism of the initial crack in the bent steel bar and its propagation or even the steel bar fracture under the action of concrete expansion, to further prevent the failure of steel bars and even related structures.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据