Influence Mechanism of the Interfacial Water Content on Adhesive Behavior in Calcium Silicate Hydrate-Silicon Dioxide Systems: Molecular Dynamics Simulations

被引:2
|
作者
Ma, Bin [1 ]
Chu, Yunfan [1 ]
Huang, Xiaolin [1 ]
Yang, Bai [1 ]
机构
[1] Guilin Univ Elect Technol, Sch Architecture & Transportat Engn, Guilin 541004, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 13期
基金
中国国家自然科学基金;
关键词
interfacial water content; C-S-H; SiO2; system; influence mechanism; adhesive behavior; molecular dynamics; AGGREGATE INTERFACE; CONCRETE INTERFACE; RECYCLED AGGREGATE; BOND STRENGTH; MOISTURE; TRANSPORT; SURFACE; EPOXY; IONS;
D O I
10.3390/app13137930
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The performance indicators of concrete are mainly determined by the interface characteristics between cement hydration slurry and aggregates. In this study, molecular dynamics technology was used to evaluate the effect of the interfacial water content on the evolution of the interface structure, interaction energy, and mechanical properties of calcium silicate hydrate (C-S-H) and silicon dioxide (SiO2) systems, and the weakening mechanism of the C-S-H/SiO2 interface in a humid environment was revealed. The results showed that all stress-strain curves of C-S-H/SiO2 were divided into the elastic stage and the failure stage. As the interfacial water layer thickened, the molecular weight of the water invading the C-S-H gradually increased, and the desorption of Ca2+ ions in the surface region became significant, while the amount of Ca2+ ions entering the water-layer region increased. The interaction energy of the C-S-H/SiO2 progressively became larger, and the energy ratio (ER) significantly decreased; the tensile strength & sigma;c and residual strength & sigma;r of C-S-H/SiO2 both showed a downward trend. In summary, a lower water content had a limited impact on the interfacial bonding strength, while the weakening effect enhanced with an increase in the interfacial water content. This phenomenon was also demonstrated in concrete interfacial bond strength experiments.
引用
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页数:12
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