Chloride transport in high-cycle fatigue-damaged concrete
This paper explored the penetration of chloride into concrete damaged by high-cycle compressive fatigue loading. Two environmental conditions including immersion and wetting-drying cycles were prepared for experimentally investigating the transport performance of chloride in fatigue-damaged concrete...
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| Published in | Construction & building materials Vol. 425; p. 136135 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
26.04.2024
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| Subjects | |
| Online Access | Get full text |
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| Abstract | This paper explored the penetration of chloride into concrete damaged by high-cycle compressive fatigue loading. Two environmental conditions including immersion and wetting-drying cycles were prepared for experimentally investigating the transport performance of chloride in fatigue-damaged concrete. Additionally, a prediction model was developed with the damage index of residual strain. Test results revealed that both apparent diffusion coefficients and contents of chloride at each depth increased in fatigue-damaged concrete, indicating that the fatigue damage significantly degraded the resistance of concrete to chloride penetration. Furthermore, for fatigue damaged concretes with extremely different fatigue cycles and load levels but the same residual strain, the chloride ion content profiles were highly overlapped, which demonstrated the reasonability of selecting residual strains as fatigue damage indexes. The applicability of the transport model was firstly validated with the measured chloride contents and then the chloride transport behavior in gradient fatigue-damaged concrete was investigated numerically using the validated model. The numerical results indicated that the chloride transport was more sensitive to the residual strain at the exposed edge than to the residual curvature and the effect of the later can be neglected.
•Fatigue loading definitely accelerate the penetration of chloride ions into concrete.•Transport model of chloride was developed in terms of the residual strain.•The rates of chloride transports were more sensitive to the residual strain at the exposed edge. |
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| AbstractList | This paper explored the penetration of chloride into concrete damaged by high-cycle compressive fatigue loading. Two environmental conditions including immersion and wetting-drying cycles were prepared for experimentally investigating the transport performance of chloride in fatigue-damaged concrete. Additionally, a prediction model was developed with the damage index of residual strain. Test results revealed that both apparent diffusion coefficients and contents of chloride at each depth increased in fatigue-damaged concrete, indicating that the fatigue damage significantly degraded the resistance of concrete to chloride penetration. Furthermore, for fatigue damaged concretes with extremely different fatigue cycles and load levels but the same residual strain, the chloride ion content profiles were highly overlapped, which demonstrated the reasonability of selecting residual strains as fatigue damage indexes. The applicability of the transport model was firstly validated with the measured chloride contents and then the chloride transport behavior in gradient fatigue-damaged concrete was investigated numerically using the validated model. The numerical results indicated that the chloride transport was more sensitive to the residual strain at the exposed edge than to the residual curvature and the effect of the later can be neglected.
•Fatigue loading definitely accelerate the penetration of chloride ions into concrete.•Transport model of chloride was developed in terms of the residual strain.•The rates of chloride transports were more sensitive to the residual strain at the exposed edge. |
| ArticleNumber | 136135 |
| Author | Fang, Jing Jiang, Chao Gu, Xiang-Lin |
| Author_xml | – sequence: 1 givenname: Jing surname: Fang fullname: Fang, Jing organization: Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, 1239 Siping Rd., Shanghai 200092, PR China – sequence: 2 givenname: Chao orcidid: 0000-0002-2414-3968 surname: Jiang fullname: Jiang, Chao organization: Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, 1239 Siping Rd., Shanghai 200092, PR China – sequence: 3 givenname: Xiang-Lin surname: Gu fullname: Gu, Xiang-Lin email: gxl@tongji.edu.cn organization: Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, 1239 Siping Rd., Shanghai 200092, PR China |
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| Keywords | Residual strain Concrete High-cycle fatigue damage Residual curvature Chloride transport |
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| Title | Chloride transport in high-cycle fatigue-damaged concrete |
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