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Advances in Civil Engineering
/
2018
/
Article
/
Tab 8
/
Research Article
Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
Table 8
Increase of peak stresses.
Specimen ID
(MPa)
(MPa)
Increase from
C
WF
24.0269
—
—
C
F1
—
26.0262
8.32%
C
F2
—
29.2993
21.94%
C
F3
—
33.4394
39.17%