Robust evaluation of self-healing efficiency in cementitious materials - A review

被引:117
|
作者
Tang, Waiching [1 ]
Kardani, Omid [2 ]
Cui, Hongzhi [3 ]
机构
[1] Univ Newcastle, Fac Engn & Build Environm, Sch Architecture & Built Environm, Callaghan, NSW 2287, Australia
[2] Univ Newcastle, Fac Engn & Build Environm, Sch Engn, Callaghan, NSW 2287, Australia
[3] Shenzhen Univ, Coll Civil Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China
关键词
Self-healing concrete; Self-healing evaluation; Robust concrete assessment; FLY-ASH; HIGH VOLUMES; CONCRETE; COMPOSITES; BACTERIA; PERFORMANCE; ADHESIVE; STRENGTH; BEHAVIOR; CRACKING;
D O I
10.1016/j.conbuildmat.2015.02.054
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
During the last decade, self-healing of concrete has attracted so much attention in the research community as a promising tool toward more durable and sustainable infrastructures. Although various self-healing approaches have been vastly studied, employment of different assessment methods in these studies has made it difficult to compare the efficiency of various self-healing mechanisms. This paper presents a review of test methods which have been commonly utilized to assess the efficiency of self-healing mechanisms in concrete. Three broad categories of assessment methods are considered, namely visualization and determination, assessment of regained resistance and assessment of regained mechanical properties. Moreover, as a pathway toward standardized evaluation of self-healing mechanisms, various assessment techniques are evaluated against four proposed essential criteria reliability, quality of results, operational considerations and in-situ applicability. (c) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:233 / 247
页数:15
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