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

<div>Buckling of steel bars with or without CRFP reinforcement. (a) Group 1; (b) Group 2; (c) Group 3.</div>

Advances in Civil Engineering

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Figure 3: Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations 

Figure 3 | Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations 