Moisture transport in concrete cover under drying-wetting cycles: Theory, experiment and modeling

被引:0
|
作者
Li, Chunqiu [1 ]
Li, Kefei [1 ]
机构
[1] Department of Civil Engineering, Tsinghua University, Beijing 100084, China
关键词
Drying - Moisture - Concretes - Pore structure;
D O I
暂无
中图分类号
学科分类号
摘要
The moisture transport processes in concrete cover under drying-wetting actions through modeling and experiments was investigated. The moisture transport processes during drying and wetting in concrete cover were analyzed, and the main mechanism leading to different moisture transport rates for drying and wetting was indicated. Based on the analysis, a diffusion-type model was proposed for the global moisture transport process under drying-wetting actions. The different diffusivities were assigned to drying and wetting phases. The drying and wetting tests on concrete specimens were performed and the basic moisture transport parameters were obtained. The evolution of internal relative humidity was recorded for concrete specimens under drying-wetting cycles with different schemes. The internal humidity evolution of concrete specimens was simulated by the proposed model at various transport parameters. The simulated results were consistent with the experimental data, indicating that the proposed model could be used to predict the moisture transport processes in concrete cover under dry-ing-wetting actions.
引用
收藏
页码:1151 / 1159
相关论文
共 50 条
  • [1] Chloride ion transport in cover concrete under drying-wetting cycles: theory, experiment and modeling
    Li, Chunqiu
    Li, Kefei
    Kuei Suan Jen Hsueh Pao/Journal of the Chinese Ceramic Society, 2010, 38 (04): : 581 - 589
  • [2] Influential depth of moisture transport in concrete subject to drying-wetting cycles
    Li, Kefei
    Li, Chunqiu
    Chen, Zhaoyuan
    CEMENT & CONCRETE COMPOSITES, 2009, 31 (10): : 693 - 698
  • [3] Moisture and multi-ions transport in concrete under drying-wetting cycles: a numerical study
    Chen W.
    Liu Q.
    Shuili Xuebao/Journal of Hydraulic Engineering, 2021, 52 (05): : 622 - 632
  • [4] Water transport in concrete cover under different drying-wetting conditions
    Liu, Peng
    Song, Li
    Yu, Zhiwu
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2014, 45 (08): : 2830 - 2838
  • [5] Chloride transport in concrete subjected to multiple cracks under drying-wetting cycles
    Peng, Jianxin
    Cheng, Xiaokang
    Yang, Yiming
    Xiao, Junyi
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 470
  • [6] Transport model of chloride ions in concrete under loads and drying-wetting cycles
    Wu, Jin
    Li, Hongming
    Wang, Zhe
    Liu, Jingjing
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 : 733 - 738
  • [7] Modeling of Concrete Deterioration under External Sulfate Attack and Drying-Wetting Cycles: A Review
    Qin, Shanshan
    Chen, Chuyu
    Zhang, Ming
    MATERIALS, 2024, 17 (13)
  • [8] Numerical Analysis of Moisture Influential Depth in Concrete During Drying-Wetting Cycles
    李春秋
    李克非
    陈肇元
    TsinghuaScienceandTechnology, 2008, (05) : 696 - 701
  • [9] Numerical Analysis of Moisture Influential Depth in Concrete During Drying-Wetting Cycles
    Li, Chunqiu
    Li, Kefei
    Chen, Zhaoyuan
    Tsinghua Science and Technology, 2008, 13 (05) : 696 - 701
  • [10] Chloride Transport Performance of Basalt-Polypropylene Fiber Reinforced Concrete under Drying-Wetting Cycles
    Su, Li
    Niu, Ditao
    Huang, Daguan
    Fu, Qiang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021