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Advances in Civil Engineering
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2018
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Article
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Tab 4
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Research Article
Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars
Table 4
Unconfined concrete specimens with steel fiber.
Specimen ID
(MPa)
C
3
0.00391
23.1016
C
4
0.00207
23.4253
Average
0.00299
23.2634