Fatigue Performance of CFRP-Strengthened Rib-to-Diaphragm Welded Details of Orthotropic Steel Decks: Experimental and Numerical Evaluation

<div>Normalized curves of SIF distribution along crack length before and after strengthening. (a) Before strengthening. (b) After strengthening.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Fatigue Performance of CFRP-Strengthened Rib-to-Diaphragm Welded Details of Orthotropic Steel Decks: Experimental and Numerical Evaluation 