Abstract
The 3D corrosion patterns of 23 reinforcing bars subjected to accelerated corrosion are characterised using an optical surface measurement technique. A stochastic signal processing methodology is employed for corrosion pattern analysis of the measured data. The statistical analysis of corrosion pattern data shows that a lognormal distribution model can represent the non-uniform distribution of pitted sections along the corroded bars. It was observed that the frequency of corrosion is independent from the mass loss ratio and the length of the bars. Finally, a set of probabilistic distribution models for the geometrical properties of corroded bars is developed.
Original language | English |
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Pages (from-to) | 208-221 |
Number of pages | 14 |
Journal | Corrosion Science |
Volume | 73 |
Early online date | 18 Apr 2013 |
DOIs | |
Publication status | Published - Aug 2013 |
Keywords
- Steel reinforced concrete
- Modelling studies
- Pitting corrosion
- TIME-DEPENDENT RELIABILITY
- CHLORIDE-INDUCED CORROSION
- PITTING CORROSION
- STEEL BARS
- STRUCTURAL RELIABILITY
- CONCRETE STRUCTURES
- MECHANICAL PERFORMANCE
- RC STRUCTURES
- BEHAVIOR
- MODELS