Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar

<div>Correlation analysis of the proposed formula for postyielding fatigue strain of the rebar: (a) correlation between experimental and predicted rebar strains for RC-SR; (b) correlation between experimental and predicted rebar strains for RC-HR.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar 