Coupled model of fracture seepage and dissolution in concrete interface transition zone considering the influence of microstructure

被引:0
作者
Wang Z.-L. [1 ]
Zhang Y. [1 ]
Shen L.-F. [1 ]
Li Z. [1 ]
机构
[1] Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming
来源
Gongcheng Lixue/Engineering Mechanics | 2021年 / 38卷 / 06期
关键词
Fluid flow and dissolution coupling; Fracture; Interfacial transition zone; Lattice Boltzmann method; Microstructure;
D O I
10.6052/j.issn.1000-4750.2020.07.0444
中图分类号
学科分类号
摘要
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. Copyright ©2021 Engineering Mechanics. All rights reserved.
引用
收藏
页码:133 / 142
页数:9
相关论文
共 26 条
  • [1] Wong H S, Buenfeld N R., Euclidean distance mapping for computing microstructural gradients at interfaces in composite materials, Cement and Concrete Research, 36, 6, pp. 1091-1097, (2006)
  • [2] Wu K, Long J, Han H, Et al., Role of ITZ in the degradation process of blended cement concrete under magnesium sulfate attack, Journal of Materials in Civil Engineering, 32, 9, (2020)
  • [3] Scrivener K L, Crumbie A K, Laugesen P., The interfacial transition zone (ITZ) between cement paste and aggregate in concrete, Interface Science, 12, 4, pp. 411-421, (2004)
  • [4] Tang Yujuan, Zuo Xiaobao, Yin Guangji, Et al., Evolution of pore structure of cement mortar lined in ductile iron pipe under accelerated leaching, Journal of Building Materials, 20, 2, pp. 239-245, (2017)
  • [5] Fang Yonghao, An Pubin, Zhao Wei, Et al., Permeating, leaching and autogenous healing of cracks of cementitious materials, Journal of Chinese Ceramic Society, 36, 4, pp. 451-456, (2008)
  • [6] Wang Xiaomei, Li Kefei, Leaching behavior of fracture surfaces of cement-based materials, Journal of Chinese Ceramic Society, 39, 3, pp. 149-154, (2011)
  • [7] Segura I, Molero M, Aparicio S, Et al., Decalcification of cement mortars: Characterization and modelling, Cement and Concrete Composites, 35, 1, pp. 136-150, (2013)
  • [8] Wan K, Li Y, Sun W., Experimental and modelling research of the accelerated calcium leaching of cement paste in ammonium nitrate solution, Construction and Building Materials, 40, 3, pp. 832-846, (2013)
  • [9] Li Dong, Jin Liu, Du Xiuli, Et al., A theoretical prediction model of concrete macroscopic mechanical properties considering the influence of mesoscopic composition, Engineering Mechanics, 36, 5, pp. 67-75, (2019)
  • [10] Leemann A, Loser R, Munch B., Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete, Cement and Concrete Composites, 32, 2, pp. 116-120, (2010)