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• The collapse mechanisms of R.C. existing bridges piers subjected to corrosion effects has been analyzed considering static and dynamic loads. • An analytical approach has been considered to introduce the corrosion effects in the finite element model implementation. • Linear and non-linear numerical analyses have been carried out considering an existing R.C. bridge located in Northern Italy in order to evaluate its safety level under different load cases. • Different interventions have been proposed to prevent the collapse of the bridge. The evaluation of the structural behaviour of existing reinforced concrete (RC) bridges represents one of the most current structural engineering research topics due to their strategic importance, especially if they are subjected to corrosion effects which can lead to a significant reduction of load-bearing capacity of the main structural elements (e.g., the piers). In the last decades, different types of numerical approaches have been proposed for the evaluation of the structural behaviour of these strategic infrastructures, especially after the recent collapses that have affected this type of structures during last years. In this paper, the structural behaviour of an existing RC bridge subjected to corrosion effects due to carbonation is analysed by means of an efficient procedure based on the implementation of a Finite Element Model (FEM) where the main structural elements are implemented using only Timoshenko beam elements. The safety level of the bridge has been evaluated considering different load conditions (e.g. traffic load, seismic action, etc.) calculated according to the Italian Design Code (NTC2018). Finally, a retrofitting intervention is proposed in order to guarantee and adequate safety level of the bridge under the considered different load combinations. [ABSTRACT FROM AUTHOR]