Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations

<div>Comparison between finite element simulation and experimental results. (a) Axial displacement; (b) lateral displacement.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations 

Figure 11 | Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations 