自愈
耐久性
使用寿命
计算机科学
胶凝的
稳健性(进化)
可靠性(半导体)
建筑工程
可靠性工程
风险分析(工程)
材料科学
工程类
复合材料
业务
医学
水泥
替代医学
病理
生物化学
化学
功率(物理)
物理
量子力学
数据库
基因
作者
Vanessa Giaretton Cappellesso,Davide di Summa,Pardis Pourhaji,Niranjan Prabhu Kannikachalam,Kiran Dabral,Liberato Ferrara,C. Alonso,Esteban Camacho,Elke Gruyaert,Nele De Belie
标识
DOI:10.1080/09506608.2022.2145747
摘要
Self-healing is recognized as a promising technique for increasing the durability of concrete structures by healing cracks, thereby reducing the need for maintenance activities over the service life and decreasing the environmental impact. Various self-healing technologies have been applied to a wide range of cementitious materials, and the performance has generally been assessed under 'ideal' laboratory conditions. Performance tests under ideal conditions, tailored to the self-healing mechanism, can demonstrate the self-healing potential. However, there is an urgent need to prove the robustness and reliability of self-healing under realistic simulated conditions and in real applications before entering the market. This review focuses on the influence of cracks on degradation phenomena in reinforced concrete structures, the efficiency of different healing agents in various realistic (aggressive) scenarios, test methods for evaluating self-healing efficiency, and provides a pathway for integrating self-healing performance into a life-cycle encompassing durability-based design.
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