Experimental and numerical studies on the chloride diffusion coefficient of calcium silicate hydrate gel

被引:1
|
作者
Liu, Lin [1 ]
Chen, Xiaohui [1 ]
Tao, Guanghui [1 ,2 ]
Feng, Pan [2 ,3 ]
Zhao, Haitao [1 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing, Peoples R China
[2] Southeast Univ, Sch Mat Sci & Engn, Jiangsu Key Lab Construct Mat, Nanjing, Peoples R China
[3] State Key Lab High Performance Civil Engn Mat, Nanjing, Peoples R China
基金
中国国家自然科学基金;
关键词
Calcium silicate hydrates; Chloride diffusion coefficient; Diffusion path conversion; Steady-state migration; 3D lattice diffusion modelling; C-S-H; LEACHED CEMENT PASTES; MECHANICAL-PROPERTIES; PORE-STRUCTURE; TRANSPORT-PROPERTIES; DRYING SHRINKAGE; ION DIFFUSION; MICROSTRUCTURE; MODEL; DENSIFICATION;
D O I
10.1080/21650373.2024.2372591
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The chloride diffusivity of calcium silicate hydrate (C-S-H), as the main hydration product of cement paste, plays an important role for the durability of concrete structures, especially for low w/c ratio ones. In this paper, in order to measure the chloride diffusion coefficient of C-S-H, a diffusion path conversion method is proposed to convert the primary diffusion path of ions from capillary pores to gel pores. By combining diffusion path conversion method with steady-state migration test, the diffusion coefficients of C-S-H are obtained. Based on 3D nanostructure, which is generated by a hybrid scheme of Grand Canonical Monte Carlo and Molecular Dynamics, the chloride diffusion coefficient of C-S-H is predicted by a 3D diffusive lattice modelling. Results from the experiments and simulation are compared with the data in the literature. Our work contributes to the understanding of C-S-H diffusivity and is of great importance for predicting the long-term durability of concrete structure.
引用
收藏
页码:1228 / 1241
页数:14
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