Corrosion deterioration of reinforcement in concrete structures
| Author(s): |
Rasheeduzzafar
Fahd H. Dakhil Fouad A. Ahmad |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | IABSE Symposium: Strengthening of building structures - Diagnosis and Therapy = Renforcement des structures de bâtiment - Diagnostic et thérapie = Verstärkung von Bauwerken - Diagnose und Behandlung, Venice, Italy, 1983 |
| Published in: | Strengthening of building structures - Diagnosis and Therapy = Renforcement des structures de bâtiment - Diagnostic et thérapie = Verstärkung von Bauwerken - Diagnose und Behandlung |
| Page(s): | 147-158 |
| Year: | 1983 |
| DOI: | 10.5169/seals-35845 |
| Abstract: | Concrete construction along the seaboard of the Arabian Gulf is showing an alarming degree of deterioration within a span of 10 to 15 years. Corrosion of reinforcement associated with concrete spalling outweighs other causal factors. The paper describes the methodology of condition surveys and sampling of concrete from field structures. Spalled area is measured by a photogrammetric technique and evaluations of cover, chloride content, electrical resistivity and concrete quality show strong correlation between these factors and the extent of rebar corrosion deterioration. |
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