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Advances in Civil Engineering
/
2018
/
Article
/
Tab 9
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Research Article
Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
Table 9
Increase of strains at peak stresses.
Specimen ID
Increase from
C
WF
0.0035
—
—
C
F1
—
0.0143
307.58%
C
F2
—
0.0198
465.71%
C
F3
—
0.0265
657.14%