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The uniaxial failure process of specimens is divided into four stages.
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These specimens were divided into three groups.
The specimens were divided equally into 3 experimental groups.
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The specimens were divided into four groups of four specimens.
These specimens are divided into three categories according to the axial compression ratios.
The specimens were divided into two types based on the reinforcement detailing.
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Ten FRP-confined concrete specimens were divided into two groups with different jacket stiffness.
In each phase, the specimens were divided into three groups according to concrete compressive strength.
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