Molecular Simulation Study on Mechanical Properties of Microcapsule-Based Self-Healing Cementitious Materials

被引:12
|
作者
Wang, Xianfeng [1 ]
Xie, Wei [1 ]
Li, Long-yuan [2 ]
Zhu, Jihua [1 ]
Xing, Feng [1 ]
机构
[1] Shenzhen Univ, Guangdong Prov Key Lab Durabil Marine Civil Engn, Coll Civil & Transportat Engn, Shenzhen 518060, Peoples R China
[2] Univ Plymouth, Sch Engn, Plymouth PL4 8AA, Devon, England
基金
中国国家自然科学基金;
关键词
self-healing; molecular dynamics; microcapsule; mechanical property; cementitious material; C-S-H; ELASTIC PROPERTIES; NANOSTRUCTURAL CHARACTERISTICS; INTERFACIAL PROPERTIES; EPOXY-RESIN; FORCE-FIELD; NANO-SCALE; DYNAMICS; COMPASS; SURFACE;
D O I
10.3390/polym14030611
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Microcapsule-based self-healing concrete can effectively repair micro-cracks in concrete and improve the strength and durability of concrete structures. In this paper, in order to study the effect of epoxy resin on the cement matrix at a microscopic level, molecular dynamics were used to simulate the mechanical and interfacial properties of microcapsule-based self-healing concrete in which uniaxial tension was carried out along the z-axis. The radial distribution function, interface binding energy, and hydrogen bonding of the composite were investigated. The results show that the epoxy resin/C-S-H composite has the maximum stress strength when TEPA is used as the curing agent. Furthermore, the interface binding energy between epoxy resin and cement matrix increases with increasing strain before the stress reaches its peak value. The cured epoxy resin can enhance both the interfacial adhesion and the ductility of the composite, which can meet the needs of crack repair of microcapsule-based self-healing cementitious materials.
引用
收藏
页数:16
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