Cracks and voids of concrete cause the loss of durability. When the cracks reach to the surface of reinforced concrete structures, they can repair by various methods, but there are no effective repairing methods for latent faults or micro-cracks caused by load repetition because they cannot detect by surface state. In this study, we examined the presence or absence of self-repair performance of concrete mixed with the admixture using the coating material for repair, which has been used for a long time. Thus, the basic characteristics of concrete mixed with admixture were identified and self-repair performance was confirmed through experiments. As a result of considering the recovery of the strength of damaged concrete, concrete mixed with a surface coating agent showed a greater recovery effect than concrete mixed with non-mixed concrete. This effect is greater with the age of the damaged material. This shows that even if the repair coating material is mixed as an admixture, the crystal proliferation effect is maintained, and it is confirmed that the concrete mixed with the admixture has self-repairing performance.
| Published in | American Journal of Civil Engineering (Volume 9, Issue 1) |
| DOI | 10.11648/j.ajce.20210901.13 |
| Page(s) | 18-24 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Strength Recovery Rate, Surface Coating Agent, Self-repairing, Maintenance, Durability
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APA Style
Hyeok Jung Kim, Nam Wook Kim. (2021). Evaluation on the Strength Recovery Rate of Concrete Using Surface Coating Agent. American Journal of Civil Engineering, 9(1), 18-24. https://doi.org/10.11648/j.ajce.20210901.13
ACS Style
Hyeok Jung Kim; Nam Wook Kim. Evaluation on the Strength Recovery Rate of Concrete Using Surface Coating Agent. Am. J. Civ. Eng. 2021, 9(1), 18-24. doi: 10.11648/j.ajce.20210901.13
AMA Style
Hyeok Jung Kim, Nam Wook Kim. Evaluation on the Strength Recovery Rate of Concrete Using Surface Coating Agent. Am J Civ Eng. 2021;9(1):18-24. doi: 10.11648/j.ajce.20210901.13
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Download@article{10.11648/j.ajce.20210901.13,
author = {Hyeok Jung Kim and Nam Wook Kim},
title = {Evaluation on the Strength Recovery Rate of Concrete Using Surface Coating Agent},
journal = {American Journal of Civil Engineering},
volume = {9},
number = {1},
pages = {18-24},
doi = {10.11648/j.ajce.20210901.13},
url = {https://doi.org/10.11648/j.ajce.20210901.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20210901.13},
abstract = {Cracks and voids of concrete cause the loss of durability. When the cracks reach to the surface of reinforced concrete structures, they can repair by various methods, but there are no effective repairing methods for latent faults or micro-cracks caused by load repetition because they cannot detect by surface state. In this study, we examined the presence or absence of self-repair performance of concrete mixed with the admixture using the coating material for repair, which has been used for a long time. Thus, the basic characteristics of concrete mixed with admixture were identified and self-repair performance was confirmed through experiments. As a result of considering the recovery of the strength of damaged concrete, concrete mixed with a surface coating agent showed a greater recovery effect than concrete mixed with non-mixed concrete. This effect is greater with the age of the damaged material. This shows that even if the repair coating material is mixed as an admixture, the crystal proliferation effect is maintained, and it is confirmed that the concrete mixed with the admixture has self-repairing performance.},
year = {2021}
}
TY - JOUR T1 - Evaluation on the Strength Recovery Rate of Concrete Using Surface Coating Agent AU - Hyeok Jung Kim AU - Nam Wook Kim Y1 - 2021/03/26 PY - 2021 N1 - https://doi.org/10.11648/j.ajce.20210901.13 DO - 10.11648/j.ajce.20210901.13 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 18 EP - 24 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20210901.13 AB - Cracks and voids of concrete cause the loss of durability. When the cracks reach to the surface of reinforced concrete structures, they can repair by various methods, but there are no effective repairing methods for latent faults or micro-cracks caused by load repetition because they cannot detect by surface state. In this study, we examined the presence or absence of self-repair performance of concrete mixed with the admixture using the coating material for repair, which has been used for a long time. Thus, the basic characteristics of concrete mixed with admixture were identified and self-repair performance was confirmed through experiments. As a result of considering the recovery of the strength of damaged concrete, concrete mixed with a surface coating agent showed a greater recovery effect than concrete mixed with non-mixed concrete. This effect is greater with the age of the damaged material. This shows that even if the repair coating material is mixed as an admixture, the crystal proliferation effect is maintained, and it is confirmed that the concrete mixed with the admixture has self-repairing performance. VL - 9 IS - 1 ER -
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