王志良, 张跃, 申林方, 李泽. 考虑微观结构影响的混凝土界面过渡区裂隙渗流-溶蚀耦合模型[J]. 工程力学, 2021, 38(6): 133-142. DOI: 10.6052/j.issn.1000-4750.2020.07.0444
引用本文: 王志良, 张跃, 申林方, 李泽. 考虑微观结构影响的混凝土界面过渡区裂隙渗流-溶蚀耦合模型[J]. 工程力学, 2021, 38(6): 133-142. DOI: 10.6052/j.issn.1000-4750.2020.07.0444
WANG Zhi-liang, ZHANG Yue, SHEN Lin-fang, LI Ze. COUPLED MODEL OF FRACTURE SEEPAGE AND DISSOLUTION IN CONCRETE INTERFACE TRANSITION ZONE CONSIDERING THE INFLUENCE OF MICROSTRUCTURE[J]. Engineering Mechanics, 2021, 38(6): 133-142. DOI: 10.6052/j.issn.1000-4750.2020.07.0444
Citation: WANG Zhi-liang, ZHANG Yue, SHEN Lin-fang, LI Ze. COUPLED MODEL OF FRACTURE SEEPAGE AND DISSOLUTION IN CONCRETE INTERFACE TRANSITION ZONE CONSIDERING THE INFLUENCE OF MICROSTRUCTURE[J]. Engineering Mechanics, 2021, 38(6): 133-142. DOI: 10.6052/j.issn.1000-4750.2020.07.0444

考虑微观结构影响的混凝土界面过渡区裂隙渗流-溶蚀耦合模型

COUPLED MODEL OF FRACTURE SEEPAGE AND DISSOLUTION IN CONCRETE INTERFACE TRANSITION ZONE CONSIDERING THE INFLUENCE OF MICROSTRUCTURE

  • 摘要: 根据四参数随机生长法生成了混凝土界面过渡区(ITZ)的微观结构,基于格子Boltzmann方法,采用双分布函数分别模拟渗流速度场和溶质浓度场的演化,建立了考虑微观结构影响的ITZ裂隙渗流-溶蚀耦合过程的数值模型。结合2个经典算例,验证了计算模型在处理溶质对流-扩散及反应-扩散问题方面的准确性。最后讨论了渗流流速、Ca(OH)2含量以及Ca(OH)2排布状态等因素对ITZ裂隙渗流-溶蚀耦合作用特性的影响。研究表明:裂隙初始渗流流速越快,壁面的溶蚀速率越快,其整体孔隙率增加越快。ITZ的Ca(OH)2含量越高,在壁面处其与流体的接触面积越大,溶蚀现象越易发生,并导致裂隙内Ca2+浓度也相应的增加。如果溶蚀出来的Ca2+得不到及时运移,将反过来抑制Ca(OH)2的进一步溶蚀,故ITZ裂隙的渗流-溶蚀过程受控于Ca(OH)2含量与Ca2+浓度的综合作用。对于Ca(OH)2不同排布状态的ITZ裂隙,由于渗流受到微观结构的影响,溶蚀过程稳定后其相对渗透率水平生长最大,均匀生长次之,竖向生长最小。

     

    Abstract: A micro-scale numerical model was established for the coupled fluid flow and chemical dissolution in the interfacial transition zone (ITZ) of concrete fracture. The microstructure of ITZ was modeled by the quartet structure generation set. The evolution of fluid velocity and solute concentration were simulated by the lattice Boltzmann method with double distribution functions. The accuracy in dealing with the convection-diffusion and reaction-diffusion problems were verified by two classical examples. Finally, the fluid flow and dissolution coupling mechanism of ITZ fracture were discussed considering the effects of seepage velocity, Ca(OH)2 content and Ca(OH)2 arrangement. The results showed that the wall corrosion happened quickly under the faster initial flow velocity, resulting in the acceleration of overall porosity increase. As to the Ca(OH)2 content, the higher Ca(OH)2 content in ITZ could add the contact area between the ITZ wall and fluid, which increased the dissolution access and lead to larger Ca2+ concentration in the fracture. In addition, when the dissolved Ca2+ cannot migrate in time, the dissolution of Ca(OH)2 will be restrained. In conclusion, the coupled fluid flow and dissolution process of ITZ fracture was controlled by both the comprehensive action of Ca(OH)2 content and Ca2+ concentration. For different arrangements of Ca(OH)2, the results showed that microstructure of ITZ affected the relative permeability, which was the largest in horizontal growth, followed by uniform growth, and the smallest in vertical growth under a steady dissolution.

     

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