Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community
The utilization of bacteria to facilitate the healing of engineered cementitious composites (ECC) has been an interesting approach. However, the commonly used microorganism has been the Bacillus strain, effective in forming bacterial calcium carbonate well at crack top surface but is less favorable...
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sg-ntu-dr.10356-1758482024-05-08T02:26:19Z Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community Xiang, Junchen Qu, Lei Fei, Xunchang Qiu, Jingping Kong, Xiangsheng School of Civil and Environmental Engineering Engineering Bacterial community Bacterial products The utilization of bacteria to facilitate the healing of engineered cementitious composites (ECC) has been an interesting approach. However, the commonly used microorganism has been the Bacillus strain, effective in forming bacterial calcium carbonate well at crack top surface but is less favorable for deep-crack healing due to its aerobic nature. In this study, a novel method was introduced that incorporated bacterial community to enhance the self-healing behavior along the depth, breaking away from the traditional single bacteria pattern. The depth-dependent healing ratio of for tire polymer (TP) fiber reinforced ECC using bacterial community (i.e., multiple strains mainly including 15 types of bacteria) was investigated. Healing behaviour was comprehensively evaluated in terms of crack-depth healing, water absorption ratio, and axial strength recovery. Micro-quantitative and macro-quantitative analysis of bacterial products at different depths and the entire crack were conducted through mapping and thermogravimetry. The results revealed the self-healing mechanisms and superiority of the TP-ECC with the bacterial community. Along the crack depth, the healing behaviour of TP-ECC incorporating bacterial community was superior to that of the traditional single bacteria approach. Bacterial communities had an advantage in axial tensile strength recovery compared to single bacteria. It was proved to be technically feasible to enhance self-healing capacity of the TP-ECC when incorporating a bacterial community. This work was supported by the National Natural Science Foundation of China (52234004 and 52374116), the National Key Research and Development Program (2023YFC3904300), the Fundamental Research Funds for the Central Universities (N2301001), and the Innovation Program for College Students, Northeastern University (230053). Junchen Xiang would like to acknowledge the funding supported by China Scholarship Council (CSC) under grant No. 202306080074. 2024-05-08T02:26:18Z 2024-05-08T02:26:18Z 2024 Journal Article Xiang, J., Qu, L., Fei, X., Qiu, J. & Kong, X. (2024). Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community. Journal of Building Engineering, 84, 108485-. https://dx.doi.org/10.1016/j.jobe.2024.108485 2352-7102 https://hdl.handle.net/10356/175848 10.1016/j.jobe.2024.108485 2-s2.0-85182517834 84 108485 en Journal of Building Engineering © 2024 Elsevier Ltd. All rights reserved |
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Engineering Bacterial community Bacterial products Xiang, Junchen Qu, Lei Fei, Xunchang Qiu, Jingping Kong, Xiangsheng Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
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The utilization of bacteria to facilitate the healing of engineered cementitious composites (ECC) has been an interesting approach. However, the commonly used microorganism has been the Bacillus strain, effective in forming bacterial calcium carbonate well at crack top surface but is less favorable for deep-crack healing due to its aerobic nature. In this study, a novel method was introduced that incorporated bacterial community to enhance the self-healing behavior along the depth, breaking away from the traditional single bacteria pattern. The depth-dependent healing ratio of for tire polymer (TP) fiber reinforced ECC using bacterial community (i.e., multiple strains mainly including 15 types of bacteria) was investigated. Healing behaviour was comprehensively evaluated in terms of crack-depth healing, water absorption ratio, and axial strength recovery. Micro-quantitative and macro-quantitative analysis of bacterial products at different depths and the entire crack were conducted through mapping and thermogravimetry. The results revealed the self-healing mechanisms and superiority of the TP-ECC with the bacterial community. Along the crack depth, the healing behaviour of TP-ECC incorporating bacterial community was superior to that of the traditional single bacteria approach. Bacterial communities had an advantage in axial tensile strength recovery compared to single bacteria. It was proved to be technically feasible to enhance self-healing capacity of the TP-ECC when incorporating a bacterial community. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Xiang, Junchen Qu, Lei Fei, Xunchang Qiu, Jingping Kong, Xiangsheng |
format |
Article |
author |
Xiang, Junchen Qu, Lei Fei, Xunchang Qiu, Jingping Kong, Xiangsheng |
author_sort |
Xiang, Junchen |
title |
Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
title_short |
Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
title_full |
Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
title_fullStr |
Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
title_full_unstemmed |
Depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
title_sort |
depth-dependent self-healing capacity and mechanism of cracked fiber-reinforced concrete by bacterial community |
publishDate |
2024 |
url |
https://hdl.handle.net/10356/175848 |
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1800916100403167232 |