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Performance of Capsules in Self-Healing Cementitious Material
被引:9
|作者:
Reda, Mouna A.
[1
]
Chidiac, Samir E.
[1
]
机构:
[1] McMaster Univ, Dept Civil Engn, 1280 Main St West, Hamilton, ON L8S 4L7, Canada
来源:
基金:
加拿大自然科学与工程研究理事会;
关键词:
cement;
self healing;
capsules;
FE model;
compatibility;
MECHANICAL-PROPERTIES;
FRACTURE-TOUGHNESS;
CALCIUM NITRATE;
CONCRETE;
CRACK;
MICROENCAPSULATION;
MICROCAPSULES;
EFFICIENCY;
OPTIMIZATION;
BACTERIA;
D O I:
10.3390/ma15207302
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:
Encapsulation is a very promising technique that is being explored to enhance the autonomous self-healing of cementitious materials. However, its success requires the survival of self-healing capsules during mixing and placing conditions, while still trigger the release of a healing agent upon concrete cracking. A review of the literature revealed discontinuities and inconsistencies in the design and performance evaluation of self-healing cementitious material. A finite element model was developed to study the compatibility requirements for the capsule and the cementing material properties while the cement undergoes volume change due to hydration and/or drying. The FE results have provided insights into the observed inconsistencies and the importance of having capsules' mechanical and geometrical properties compatible with the cementitious matrix.
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页数:19
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