Evaluation of crack width and self-healing performance of concrete based on fluid flow characteristics: Comparison between water permeability test and gas diffusion test

被引:9
作者
Lee, Do-Keun [1 ]
Shin, Kyung-Joon [1 ]
Lee, Kwang-Myong [2 ]
机构
[1] Chungnam Natl Univ, Dept Civil Engn, Daejeon 34134, South Korea
[2] Sungkyunkwan Univ, Dept Civil & Environm Engn, Suwon 16419, South Korea
基金
新加坡国家研究基金会;
关键词
Permeability test; Diffusion test; Crack width; Self; -healing;
D O I
10.1016/j.conbuildmat.2023.134118
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water permeability tests are among the most widely used test methods to evaluate a crack width and self-healing performance of concrete. The average crack width and the overall self-healing performance of each specimen have been determined by the amount of water that penetrates through a crack. Water, which is used as a medium, tends to become viscous due to gravitational pull among its molecules. This viscosity causes the flow velocity in the cross section exhibits parabolic distribution. Also, this is the reason why it is difficult to apply the water permeability test for a specimen with a narrow crack. In an attempt to overcome the limitation caused by the viscosity of the water, a gas diffusion test have recently been proposed, wherein a gas with low viscosity is used to replace water as a medium. However, given that water and gases behave differently when passing through cracks, the two methods may have different characteristics in the estimation of crack width and healing performance. The present study analyzed trends found in the estimation of crack width by these two methods. Despite the fact that the tests were conducted on the same specimen, the results of these two experiments showed different trends. This study analyzed the causes of these differences. It was found that the differences in the characteristics of the fluids and the healing products influenced the trend of the experimental results. The gas diffusion test could be used as an effective method for evaluating the crack width and healing performance of self-healing concrete.
引用
收藏
页数:13
相关论文
共 36 条
[1]   Quantifying the effects of crack width, tortuosity, and roughness on water permeability of cracked mortars [J].
Akhavan, Alireza ;
Shafaatian, Seyed-Mohammad-Hadi ;
Rajabipour, Farshad .
CEMENT AND CONCRETE RESEARCH, 2012, 42 (02) :313-320
[2]  
[Anonymous], 2021, Constant Water Head Permeability Test Method for the Evaluation of Self-Healing Performance of Mortar
[3]   State-of-art review of bacteria-based self-healing concrete: Biomineralization process, crack healing, and mechanical properties [J].
Aytekin, Burcu ;
Mardani, Ali ;
Yazici, Semsi .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 378
[4]  
최슬우, 2017, [Journal of the Korea Concrete Institute, 콘크리트학회 논문집], V29, P267
[5]   Bacteria-based self-healing concrete exposed to frost salt scaling [J].
Cappellesso, Vanessa Giaretton ;
Van Mullem, Tim ;
Gruyaert, Elke ;
Van Tittelboom, Kim ;
De Belie, Nele .
CEMENT & CONCRETE COMPOSITES, 2023, 139
[6]   Transport properties of water and glycol in an ultra high performance fiber reinforced concrete (UHPFRC) under high tensile deformation [J].
Charron, Jean-Philippe ;
Denarie, Emmanuel ;
Bruehwiler, Eugen .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (05) :689-698
[7]   The hydromechanical behaviour of a fracture: an in situ experimental case study [J].
Cornet, FH ;
Li, L ;
Hulin, JP ;
Ippolito, I ;
Kurowski, P .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2003, 40 (7-8) :1257-1270
[8]  
Edvardsen C, 1999, ACI MATER J, V96, P448
[9]   OXYGEN SELF-DIFFUSION IN CALCITE - DEPENDENCE ON TEMPERATURE AND WATER FUGACITY [J].
FARVER, JR .
EARTH AND PLANETARY SCIENCE LETTERS, 1994, 121 (3-4) :575-587
[10]   Application of Carrier Materials in Self-Healing Cement-Based Materials Based on Microbial-Induced Mineralization [J].
Feng, Chunhua ;
Zong, Xudong ;
Cui, Buwen ;
Guo, Hui ;
Zhang, Wenyan ;
Zhu, Jianping .
CRYSTALS, 2022, 12 (06)