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Bridge asset management using Petri Nets

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Figure

Figure 2: Deterioration Module showing the link between the places and transitions.
Figure 4: Intervention module which carried out the three different types of remedial work used by the industry
Figure 5: Simulated Condition over time of a typical concrete main girder element.
Figure 7: Comparison of the WLCC between a typical concrete main girder element in an area of moderate corrosion (left) to one in an area of aggressive corrosion (right)

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