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Modeling of Chloride Ions Diffusion in Cracked Concrete

机译:含氯离子在开裂混凝土中扩散的建模

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In the saline environment, chloride ions diffusion depth in concrete is very important for predicting the service life of concrete structures. Moreover, concrete structures are not always crack-free. Cracks with different widths and depths will reduce the cover thickness and accelerate the migration of chloride ions. So, it's significant to develop a model to predict the chloride diffusion depth in cracked concrete. In this research, the whole chloride diffusion process was divided into two parts: chloride diffusion in sound concrete and in crack. The solution concentration gradient existed in the crack obviously, and it changed the chloride concentration along the crack surface continually. Considering four factors that will influence the chloride diffusion in sound concrete, the diffusion model based on Fick's second law was modified. And a FEM analysis on chloride diffusion in cracked concrete was performed with the new model in ANSYS. A good agreement can be found in comparison the numerical solution with test results. It proves that the new mathematic model is within a good accuracy in predicting the chloride diffusion depth in cracked concrete.
机译:在盐环境中,氯离子在混凝土中的扩散深度对于预测混凝土结构的使用寿命非常重要。此外,混凝土结构并非总是没有裂缝。具有不同宽度和深度的裂缝将减小覆盖层的厚度并加速氯离子的迁移。因此,开发一个模型来预测氯离子在开裂混凝土中的扩散深度具有重要意义。在这项研究中,整个氯的扩散过程分为两部分:氯在混凝土中的扩散和在裂缝中的扩散。溶液中的溶液浓度梯度明显存在于裂纹中,并沿裂纹表面不断改变氯化物的浓度。考虑到影响混凝土中氯离子扩散的四个因素,修改了基于菲克第二定律的扩散模型。并利用ANSYS中的新模型对氯离子在开裂混凝土中的扩散进行了有限元分析。在将数值解与测试结果进行比较时,可以找到一个很好的协议。证明了新的数学模型在预测开裂混凝土中氯化物扩散深度方面具有良好的准确性。

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