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Rehabilitation of deteriorated steel bridge girders in flexure using CFRP composites

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Figure

Figure 2.3 Models of corroded sections simulation by reducing the thickness of the element (Rahgozar 2009)
Figure 2.5 Typical strain profile of CFRP bonded to steel plate (Frauenberger et al. 2003)
Figure 2J Modeling of the bonded reinforcement and required constrains of the steel beam using the commercial code ABAQUS
Figure 3.7 Notches preparation
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