Research Article
A Cost-Benefit Methodology for Selecting Analytical Reinforced Concrete Corrosion Onset Models
Table 3
Input parameters of analytical chloride ingress models by Rakotovao Ravahatra et al. [
17].
| Parameters | Models | Description | Symbol | Collepardi et al. [19] | JSCE [20] | Petre-Lazar [21] | Nilsson [30] | EuroLightCon [22] | DuraCrete [23] | Tang and Gulikers [24] |
| Env. | Chloride content on concrete surface | | | | | | | | | Safety factor for | | | | | | | | | Temperature | T | | | | | | | | Environmental factor | | | | | | | | |
| Material | Water content | | | | | | | | | Gel content | | | | | | | | | Aging factor | | | | | | | | | | | | | | | | | Age at exposure time | | | | | | | | | Reference time | | | | | | | | | Cure condition | | | | | | | | | Factor of test method | | | | | | | | | Rapid chloride migration coefficient | | | | | | | | | Apparent chloride diffusion coefficient | | | | | | | | Known at reference time | | | | | | | | |
|
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, and are fitting parameters Empirical formula to determine in the model of JSCE for OPC: |