Review on the self-healing concrete-approach and evaluation techniques

被引:0
|
作者
Jakhrani, Sadam Hussain [1 ]
Qudoos, Abdul [1 ]
Atta-ur-Rehman [1 ]
Kim, Hong Gi [1 ]
Jeon, In Kyu [1 ]
Ryou, Jae Suk [1 ]
机构
[1] Hanyang Univ, Dept Civil & Environm Engn, 222 Wangsimni Ro, Seoul, South Korea
来源
JOURNAL OF CERAMIC PROCESSING RESEARCH | 2019年 / 20卷
关键词
Self-healing; Cracks; Self-healing approaches; Healing agents; Durability; ENGINEERED CEMENTITIOUS COMPOSITES; CALCIUM-CARBONATE PRECIPITATION; BLAST-FURNACE SLAG; SUPERABSORBENT POLYMERS; MECHANICAL-PROPERTIES; CRACK-WIDTH; PERFORMANCE; BACTERIA; DURABILITY; BEHAVIOR;
D O I
暂无
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Self-healing concrete received an attention in last few decades. This paper reviews the research conducted on self-healing in last few decades. Self-healing approaches, different types of healing agents used, incorporating procedures, and evaluation techniques are highlighted in this paper. The phenomenon of cracking and crack-healing, materials used for crack-healing and the methods and techniques employed during the process, the outcomes of experiments discussed by various researchers from their work are highlighted. From the literature review, it was concluded that the crack width sizes up to 0.1mm can be healed with autogenous self-healing mechanism, whereas, crack size up to 1mm can be healed with autonomous self-healing mechanism. It was observed that the healing efficiency was wholly dependent on the concrete exposure to corresponding environment, the type of healing agent used, procedures and techniques followed.
引用
收藏
页码:1 / 18
页数:18
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