Research Article
Modeling Chloride Diffusion Coefficient of Steel Fiber Reinforced Concrete under Bending Load
Table 3
Results of chloride diffusion coefficient
(×10
−12 m
2/s) (
= 60 d).
| | Immersion time (days) | C50 | C50-1 | C50-1.5 | | No stress | Under tension | Under compression | No stress | Under tension | Under compression | No stress | Under tension | Under compression |
| | 60 | 3.47 | 5.29 | 3.57 | 3.36 | 3.57 | 2.98 | 3.14 | 3.44 | 2.80 | | 90 | 3.51 | 5.25 | 3.44 | 3.30 | 3.78 | 3.01 | 3.10 | 3.18 | 2.77 | | 150 | 3.48 | 5.21 | 3.58 | 3.44 | 3.69 | 2.67 | 3.02 | 3.23 | 2.04 | | Average of | 3.49 | 5.25 | 3.53 | 3.37 | 3.68 | 2.89 | 3.08 | 3.28 | 2.54 |
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