From: Reliability of Reinforced Concrete Structures Subjected to Corrosion-Fatigue and Climate Change
Variable | Units | Distribution | Mean | COV |
---|---|---|---|---|
D c,ref | m2/s | Log-normal | 3 × 10−11 | 0.20 |
C th | wt % cem. | Normala | 0.5 | 0.20 |
c t | mm | Normalb | 50 | 0.25 |
D h,ref | m2/s | Log-normal | 3 × 10−10 | 0.20 |
λ | W/(m °C) | Beta on (1.4; 3.6) | 2.5 | 0.20 |
c q | J/(kg °C) | Beta on (840; 1170) | 1000 | 0.10 |
ρ c | kg/m3 | Normala | 2400 | 0.05 |
P | kN | Log-normal | 115 | 0.20 |
f’ c | MPa | Normala | 40 | 0.15 |
f y | MPa | Normala | 600 | 0.10 |