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Advances in Civil Engineering
/
2018
/
Article
/
Tab 6
/
Research Article
Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
Table 6
Comparison of strains at peak stresses between the proposed and experimental results.
Specimen ID
Experiment
Proposed (
10
)
Δ
ε
C
F1
0.0143
0.0133
−0.0010
C
F2
0.0198
0.0200
0.0002
C
F3
0.0265
0.0286
0.0021