Mechanism study on meso-structural damage of reinforced concrete caused by electric field-accelerated Cl− penetration
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OpenAlex topics: Microbial Applications in Construction Materials · Smart Materials for Construction · Electromagnetic Effects on Materials
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References (39)
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1. Relationship between chloride ingress and concrete cover quality of inland structures exposed to deicing salts
2. Enhancing concrete durability in chloride-rich environments through manual application of healing agents
3. Service life evaluation of marine reinforced concrete structures in coastal soda residue soil subjected to chloride attack10.1016/j.conbuildmat.2024.139222 ↗
4. Long-time durability of GFRP bars in the alkaline concrete environment for eight years10.1016/j.conbuildmat.2021.125573 ↗
5. Long-term properties evolution and life prediction of glass fiber reinforced thermoplastic bending bars exposed in concrete alkaline environment
6. Simulation and analysis of rust expansion cracking of reinforced concrete10.1016/j.conbuildmat.2024.136199 ↗
7. Bond properties and predictive modeling of steel reinforcement and steel fiber reinforced concrete (SFRC) under chloride ion attack10.1016/j.conbuildmat.2025.142207 ↗
8. Corrosion mechanism and damage characteristic of steel fiber concrete under the effect of stray current and salt solution10.1016/j.conbuildmat.2021.125618 ↗
9. Multi-ion erosion experiment and corrosion mechanism verification of steel fiber–reinforced concrete under stray current10.1061/(ASCE)MT.1943-5533.0004499 ↗
10. Failure mode of passive film under electric field and chloride environment in concrete10.1016/j.conbuildmat.2024.137080 ↗
11. Reactive molecular dynamics study on carbon steel corrosion induced by chloride: effects of applied potential and temperature
12. Degradation characteristics and mechanisms of steel fiber-reinforced concrete linings in subsea tunnels: insights from accelerated erosion tests with applied electric fields10.3390/jmse13040670 ↗
13. High-volume fly ash concrete with and without hydrated lime: chloride diffusion coefficient from accelerated test10.1061/(ASCE)MT.1943-5533.0000596 ↗
14. Lattice modeling of rapid chloride migration in concrete10.1016/j.cemconres.2014.04.004 ↗
15. Durability performance of sustainable structural concrete: effect of coarse crushed concrete aggregate on rapid chloride migration and accelerated corrosion10.1016/j.conbuildmat.2017.08.073 ↗
16. Chloride resistance of nanoparticle repaired concrete measured by accelerated tests10.4028/www.scientific.net/KEM.760.91 ↗
17. Diffusion and distribution of chloride ions in carbonated concrete with fly ash10.1016/j.conbuildmat.2019.05.041 ↗
18. Influence of catholytes on the generation of steel corrosion in concrete with accelerated chloride migration method
19. The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete10.1016/S0010-938X(99)00083-9 ↗
20. Numerical simulation of chloride penetration in concrete in rapid chloride migration tests10.1016/j.cemconcomp.2015.09.004 ↗
21. Application feasibility of HRB400 steel in seawater and marine sand concrete10.1002/maco.201810169 ↗
22. Comprehensive research of the durability, bending deterioration and micro properties of lining concrete in an environment with bending stress–chloride salt–large temperature difference coupling10.1016/j.conbuildmat.2024.137337 ↗
23. Performance assessment of novel high-performance waterproof concrete developed by different admixtures in chloride and stray current coupling environment10.1016/j.conbuildmat.2025.143433 ↗
24. Experimental analysis of the chloride diffusion and bonding properties, microstructural performance of concrete in the rainy environment10.1016/j.aej.2024.12.059 ↗
25. A three-phase, multi-component ionic transport model for simulation of chloride penetration in concrete10.1016/j.engstruct.2014.12.043 ↗
26. Simulation of chloride migration in reinforced concrete10.1016/j.amc.2017.07.029 ↗
27. Electrically driven ionic transport in the RCM and RIM: investigations based on experiments and numerical simulations10.1016/j.conbuildmat.2022.127331 ↗
28. Numerical and experimental analysis of chloride and iodide transports in concrete under natural diffusion10.1016/j.conbuildmat.2023.131902 ↗
29. The effect mechanism of chloride ion concentration on the damage deterioration of reinforced concrete under electric field accelerated corrosion
30. The influence mechanism of the mesoscopic medium in concrete on chloride ion corrosion accelerated by electric field
31. Study on damage characteristics of coal under uniaxial compression based on Micro-CT and DVC
32. 3-D X-ray computed tomography on failure characteristics of rock-like materials under coupled hydro-mechanical loading10.1016/j.tafmec.2019.102396 ↗
33. Characterization of pore structure in cement-based materials using pressurization–depressurization cycling mercury intrusion porosimetry (PDC-MIP)
34. A reassessment of mercury intrusion porosimetry by comparison with 1H NMR relaxometry
35. Quantitative analysis of pore structures and microcracks in self-healing concrete after freeze-thaw exposure: an x-ray computed tomography-based approach10.1016/j.cemconcomp.2025.106105 ↗
36. Microscopic damage mechanism of manufactured sand concrete under high-frequency fatigue load based on X-CT
37. Wang · 2024
38. Experimental and numerical study on the chloride ions penetration in recycled aggregate concrete10.1016/j.conbuildmat.2024.138702 ↗
39. Influence of curing time on chloride penetration and binding capacity in concrete exposed to chloride solutions