Luan Yalin, Wang Runan, Huang Changxin, Jivkov Andrey, Zhang Lianzhen
College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266580, China.
School of Civil Engineering, Shandong University, Jinan 250014, China.
Materials (Basel). 2025 May 8;18(10):2176. doi: 10.3390/ma18102176.
Steel fiber-reinforced concrete structures designed for marine environments can become compromised by the ingress of water and ions. Water and ion transport through the pores between steel fibers and concrete gels significantly affects the durability of such structures, but the mechanisms of this transport are not sufficiently understood. Reported here is a molecular dynamics-based investigation of the transport of water, NaCl, NaSO, and mixed solutions of NaCl and NaSO through γ-FeOOH/CSH pores. The effect of pore width on the capillary transport of NaCl + NaSO solutions was also investigated and reported. It is shown that the depth of water penetration in NaCl solution increases parabolically with time. It is further shown that the CSH surface forms bonds with different ions to form Na-O, Cl-Ca, and S-Ca compounds, which results in reduced rates of solution transport. The mixed NaCl + NaSO solution was found to have the lowest transport rate. A reduction in pore width was found to reduce the transport rate of water molecules and diminish the transport of ions. In pores smaller than 2.5 nm in width, the immobilized ions aggregate into clusters, occupying pore inlets and blocking more ions from entering the channels. Compared with the matrix on both sides, solutions are transported significantly faster along the CSH side than along the γ-FeOOH side, indicating that the addition of steel fibers can effectively slow down the transport of water molecules and ions in concrete. These data on the difference in the transport of solutions along the two sides of the matrix may provide molecular-level insights to support studies on the durability of concrete materials.
为海洋环境设计的钢纤维增强混凝土结构可能会因水和离子的侵入而受损。水和离子通过钢纤维与混凝土凝胶之间的孔隙传输,会显著影响此类结构的耐久性,但这种传输机制尚未得到充分理解。本文报道了一项基于分子动力学的研究,研究了水、氯化钠、硫酸钠以及氯化钠和硫酸钠混合溶液通过γ - 氢氧化铁/水化硅酸钙孔隙的传输情况。还研究并报道了孔隙宽度对氯化钠 + 硫酸钠溶液毛细传输的影响。结果表明,氯化钠溶液中水的渗透深度随时间呈抛物线增加。进一步表明,水化硅酸钙表面与不同离子形成键,形成钠 - 氧、氯 - 钙和硫 - 钙化合物,导致溶液传输速率降低。发现氯化钠 + 硫酸钠混合溶液的传输速率最低。发现孔隙宽度减小会降低水分子的传输速率,并减少离子的传输。在宽度小于2.5纳米的孔隙中,固定化离子聚集成簇,占据孔隙入口并阻止更多离子进入通道。与两侧的基体相比,溶液沿水化硅酸钙一侧的传输速度明显快于沿γ - 氢氧化铁一侧,这表明添加钢纤维可以有效减缓混凝土中水分子和离子的传输。这些关于溶液在基体两侧传输差异的数据,可能为支持混凝土材料耐久性研究提供分子层面的见解。