In Italy, a large part of road bridges was built after the Second World War, mainly with Reinforced Concrete (RC) or Prestressed Concrete (PC) simply supported decks. Most of the bridges currently in service have been designed with outdated codes and could be inadequate to modern heavy traffic loads. Furthermore, their structural performance decrease over time due to ageing effects, like steel corrosion.
Bridges are often exposed to chlorides from de-icing salts or marine environment; chloride diffusion in concrete can induce pitting corrosion of steel reinforcing, decreasing the structural resistance of bridge elements. As part of a broader study on the structural risk of existing bridges with respect to traffic loads, it is certainly of interest to investigate the influence of chloride-induced corrosion on the risk itself.
In this preliminary study, four sets of simply supported decks made of precast PC beams and a cast in-situ RC slab were designed according to outdated Italian codes relating to different construction periods (60s, 70s, 80s, and 90s); each set is composed by bridges with different span, width, number of main girders and transverse diaphragms. The deck design took into account only the bending failure of the main girders, in order to determine the minimum amount of strands and steel reinforcements required. The vulnerability to traffic loads is evaluated with respect to the bending moment resistance of the main girders. Monte Carlo simulations were performed to evaluate the decrease over time of the resisting bending moment of the main girders, taking into account literature models for estimating the time to corrosion and corrosion propagation both in strands and in steel reinforcements.
