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Journal of Infrastructure Preservation and Resilience
Fig. 11 | Journal of Infrastructure Preservation and Resilience

Fig. 11

From: Investigation into corrosion-induced bond degradation between concrete and steel rebar with acoustic emission and 3D laser scan techniques

Fig. 11

Relationships between (a) rib area loss and the average area loss, (b) the maximum bond stress and the average area loss, (c) the maximum bond stress and the rib area loss, (d) maximum bond stress and average crack width, (e) top-bottom slip difference and average area loss, and (f) average crack width and average corrosion loss

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