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基于微胶囊的自修复水泥基材料力学性能的分子模拟研究

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

作者信息

Wang Xianfeng, Xie Wei, Li Long-Yuan, Zhu Jihua, Xing Feng

机构信息

Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.

School of Engineering, University of Plymouth, Plymouth PL4 8AA, UK.

出版信息

Polymers (Basel). 2022 Feb 4;14(3):611. doi: 10.3390/polym14030611.

Abstract

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 -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.

摘要

基于微胶囊的自愈合混凝土能够有效修复混凝土中的微裂缝,提高混凝土结构的强度和耐久性。本文为了在微观层面研究环氧树脂对水泥基体的影响,采用分子动力学模拟了沿轴进行单轴拉伸的基于微胶囊的自愈合混凝土的力学性能和界面性能。研究了复合材料的径向分布函数、界面结合能和氢键。结果表明,当使用TEPA作为固化剂时,环氧树脂/C-S-H复合材料具有最大的应力强度。此外,在应力达到峰值之前,环氧树脂与水泥基体之间的界面结合能随应变增加而增大。固化后的环氧树脂能够增强复合材料的界面粘结力和延展性,满足基于微胶囊的自愈合胶凝材料的裂缝修复需求。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5a4e/8838966/894cfe593501/polymers-14-00611-g001.jpg

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