Full Text Available
Note: Clicking the button above will open the full text document at the original institutional repository in a new window.
Chloride penetration in concrete: evaluation of rapid conductivity methods and development of a service life prediction model for marine conditions
Chloride-induced corrosion is the predominant cause of loss of service life in reinforced concrete structures subjected to marine conditions. To protect reinforcing steel from the corrosive effects of external chloride ions present in these environments, a proper combination of concrete quality and...
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Thesis |
| Language: | English English |
| Published: |
Department of Civil Engineering
2026
|
| Subjects: | |
| Tags: |
No Tags, Be the first to tag this record!
|
Similar Items: Chloride penetration in concrete: evaluation of rapid conductivity methods and development of a service life prediction model for marine conditions
- An analysis of the impact of chloride-induced corrosion on reinforced concrete structures in the port of Cape Town
- Chloride induced corrosion and concrete carbonation of 3D printed concrete with reinforced connections
- Chloride induced corrosion of integral and non-integral surface treated lightweight foamed concrete
- Controlled chloride cracking of austenitic stainless steel
- Performance of geopolymer concrete subjected to mineral acid corrosion and related to microbially-induced corrosion (MIC) of concrete in sewers
- Biogenic acid corrosion of sewer concretes with different binders: in-situ and model studies, with advancement of the life factor prediction method