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Advances in Civil Engineering
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2018
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Article
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Tab 2
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Research Article
Modeling Chloride Diffusion Coefficient of Steel Fiber Reinforced Concrete under Bending Load
Table 2
Flexural strength and bending load (at a stress level of 0.5) at 90 days.
ā
C50
C50-1
C50-1.5
Flexural strength (MPa)
5.87
8.69
9.16
Bending load in bulk diffusion tests (kN)
13.7
18.9
19.8