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Microscopic Simulation of Chloride Ion Transport Behavior in Recycled Concrete under Dry-Wet Cycles
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Xi-xuan BAI1, Ding-yang LU1, Cheng ZHAO1, *, Qiao WANG2
Science Technology and Engineering | 2025, 25(1) : 329 - 338
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Science Technology and Engineering | 2025, 25(1): 329-338
Papers·Architectural Science
Microscopic Simulation of Chloride Ion Transport Behavior in Recycled Concrete under Dry-Wet Cycles
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Xi-xuan BAI1, Ding-yang LU1, Cheng ZHAO1, *, Qiao WANG2
Affiliations
  • 1. School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China
  • 2. School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China
Published: 2025-01-08 doi: 10.12404/j.issn.1671-1815.2308222
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Based on Monte Carlo method, Python and Abaqus interface were used for secondary development, and an interfacial transition zone was generated to distinguish between natural coarse aggregates and new and old interfacial transition zone(ITZ) and recycled aggregate concrete (RAC) 2D meso-five phase model of new and old mortar. An improved moisture-chloride ion coupling model under dry-wet cycles was proposed, and the computational results of this model were compared and validated against physical experiments, with good agreement. This model was then applied to analyze the effects of dry-wet cycle periods, ITZ permeability, water-cement ratio, and natural aggregate volume fraction on chloride ion transport properties. The numerical results show that as the number of dry-wet cycles increases, the diffusion depth and concentration of chloride ions in RAC also increases. When the ratio of ITZ diffusion coefficient to the new mortar diffusion coefficient increases, the chloride ion concentration in the diffusion region increases significantly, especially at the front end of the diffusion zone. In addition, there is a positive correlation between RAC materials with different water-cement ratios and chloride ion transport capacity, with little variation in chloride ion transport performance within the high water-cement ratio range. Finally, the volume fraction of recycled aggregates has a significant impact on the chloride ion permeability of RAC, indicating that the ITZ and new and old mortar have an important influence on the transport of chloride ions.

RAC  /  microscopic numerical model  /  dry-wet cycles  /  moisture  /  chloride ion  /  transmission process
Xi-xuan BAI, Ding-yang LU, Cheng ZHAO, Qiao WANG. Microscopic Simulation of Chloride Ion Transport Behavior in Recycled Concrete under Dry-Wet Cycles[J]. Science Technology and Engineering, 2025 , 25 (1) : 329 -338 . DOI: 10.12404/j.issn.1671-1815.2308222
Year 2025 volume 25 Issue 1
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Article Info
doi: 10.12404/j.issn.1671-1815.2308222
  • Receive Date:2023-10-23
  • Online Date:2025-07-29
  • Published:2025-01-08
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  • Received:2023-10-23
  • Revised:2024-07-19
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Affiliations
    1. School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China
    2. School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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