Mesoscale modeling of chloride transport in unsaturated concrete based on Voronoi tessellation

被引:13
作者
Li, Chen-zhi [1 ,2 ]
Song, Xiao-bin [1 ,2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Performance Evolut & Control Engn Struct, Minist Educ, Shanghai 200092, Peoples R China
关键词
Three-phase composite; Mesh element; Voronoi tessellation; Diffusion; -sorption; Pore structure; DIFFUSION-COEFFICIENT; PREDICTION; PERCOLATION; CORROSION; MOISTURE; TIME; ZONE;
D O I
10.1016/j.cemconres.2022.106932
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a three-dimensional mesoscale model of concrete with random packing of spherical aggre-gates, in which the mortar and interfacial transition zone (ITZ) are discretized based on the Voronoi tessellation. A non-steady state model is developed to simulate the chloride diffusion-sorption behavior, with different water diffusion coefficients for wetting and drying processes, respectively. The results confirm general suitability of Voronoi diagram in element mesh generation. Large deviations in the chloride profile predictions may be generated if a single value or unified equation is used for the water diffusion coefficient of both wetting and drying processes. The peak chloride concentration increases with the exposure time. The overall chloride con-centration increases as the porosity increases and the tortuosity decreases. Sensitivity analyses suggest that, compared with porosity and constrictivity, tortuosity has a more significant effect on the overall chloride concentration.
引用
收藏
页数:12
相关论文
共 45 条
[1]   Electrochemical investigation on the influence of sulfates on chloride-induced corrosion of steel bar in cement-based materials [J].
Abubakar, Abubakar Fu'ad ;
Zuo, Xiao-Bao ;
Zou, Shuai ;
Ayinde, Olawale Olatunde ;
Aliyu, Ahmad Mubarak .
JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2020, 9 (02) :112-126
[2]  
[Anonymous], 2017, C1218 ASTM
[3]  
Bazant Z., 1972, Material and Structures, V5, P3, DOI DOI 10.1007/BF02479073
[4]   Corrosion behavior of reinforced concrete blended with metakaolin and slag in chloride environment [J].
Borade, Anita Nivrutti ;
Kondraivendhan, B. .
JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2019, 8 (06) :367-386
[5]   Simulation of chloride ion transport in concrete under wetting-drying cycle [J].
Cao, Tongning ;
Zhang, Lijuan ;
Sun, Guowen ;
Wang, Caihui ;
Zhang, Ying ;
Yan, Na ;
Xu, Aoxue .
JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2020, 9 (05) :270-288
[6]   Application of a n-phase model to the diffusion coefficient of chloride in mortar [J].
Caré, S ;
Hervé, E .
TRANSPORT IN POROUS MEDIA, 2004, 56 (02) :119-135
[7]   A meso-stochastic research on the chloride transport in unsaturated concrete [J].
Chen, Dingshi ;
Yang, Kangkang ;
Hu, Dalin ;
Shi, Jun .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 273
[8]   Comprehensive modeling of chloride ion and water ingress into concrete considering thermal and carbonation state for real climate [J].
Conciatori, David ;
Laferriere, Francine ;
Bruehwiler, Eugen .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (01) :109-118
[9]   Self-Consistent Channel Approach for Upscaling Chloride Diffusivity in Cement Pastes [J].
Damrongwiriyanupap, Nattapong ;
Scheiner, Stefan ;
Pichler, Bernhard ;
Hellmich, Christian .
TRANSPORT IN POROUS MEDIA, 2017, 118 (03) :495-518
[10]   A test method for measuring chloride diffusion coefficients through partially saturated concrete.: Part II:: The instantaneous plane source diffusion case with chloride binding consideration [J].
de Vera, Guillem ;
Climent, Miguel A. ;
Viqueira, Estanislao ;
Anton, Carlos ;
Andrade, Cannen .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (05) :714-724