Research Article
A Novel SMFL-Based Assessment Method for Corrosion Nonuniformity of Rebar and Its Application in Reliability Analysis of Corroded RC Beam
Table 2
The distribution parameters of load, geometry, and material variables [
17].
| Variables | Mean | Coefficient of variation | Distribution |
| Dead load G (kN/m) | 15 | 0.07 | Normal | Sustained live load Q (kN/m) | 6 | 0.29 | Gumbel | Prism compressive strength of concrete (MPa) | 40 | 0.2 | Normal | Yield strength of rebars (MPa) | 418 | 0.1 | Log-normal | Effective cross-sectional depth h (mm) | 463 | 0.02 | Normal | Cross-sectional width b (mm) | 200 | 0.02 | Normal |
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