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Numerical simulation of ionic transport in cement paste under the action of externally applied electric field

机译:外加电场作用下水泥浆中离子迁移的数值模拟

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This paper presents a numerical investigation on the penetration of chloride ions in a saturated cement paste with considering the interactions between different ionic species in pore solution. The work is performed by solving the equations of mass conservation of individual ionic species with electrostatic coupling of ions in a multi-component pore electrolyte solution. Unlike most of existing work where the electrostatic potential was determined based on the assumption of electro-neutrality, the present work uses the Poisson's equation relating the spatial variation in the electric field to the charge distribution to determine the electrostatic potential. As numerical examples, chloride penetrations in saturated cement pastes of different initial concentrations are simulated. The results show that chloride concentration profiles are significantly different in the cement pastes of different initial concentrations. The dependence of chloride penetration on the initial composition of pore solution may explain why the experimentally obtained chloride diffusion coefficients published in literature varying from 10~(-12) to 10~(-10) m~2/s.
机译:本文考虑了孔隙溶液中不同离子种类之间的相互作用,对氯离子在饱和水泥浆中的渗透进行了数值研究。这项工作是通过在多组分孔隙电解质溶液中通过离子的静电耦合来求解单个离子物种的质量守恒方程来完成的。与大多数现有工作是基于电中性假设确定静电势的方法不同,本工作使用泊松方程将电场的空间变化与电荷分布相关联来确定静电势。作为数值示例,模拟了不同初始浓度的饱和水泥浆中的氯化物渗透。结果表明,在不同初始浓度的水泥浆中,氯化物的浓度分布显着不同。氯化物渗透对孔隙溶液初始组成的依赖性可以解释为什么文献中公开的实验获得的氯化物扩散系数在10〜(-12)至10〜(-10)m〜2 / s之间变化。

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