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Advances in Civil Engineering
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2020
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Article
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Tab 4
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Research Article
Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations
Table 4
Mechanical properties of steel bars.
Yield strength
σ
y
(MPa)
Ultimate strength
σ
bg
(MPa)
Modulus of elasticity
E
(GPa)
287.2
437.0
206.0