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