4–6 Sept 2024
University of Salerno, Fisciano Campus - Buiding E1
Europe/Rome timezone

Conference Secretariat

Assessment of Environmental-induced Degradation on Reinforced Concrete Tie Rods in a 70-Year-Old Arch Bridge

6 Sept 2024, 12:15
15m
Room D (University of Salerno, Fisciano Campus - Buiding E1)

Room D

University of Salerno, Fisciano Campus - Buiding E1

Description

Given the present landscape of existing bridges in Italy, a significant portion of which dates back to the mid-20th century, the need to conduct detailed investigations on the current deterioration state and on the safety of these infrastructures becomes indispensable. This work, focusing on a case study involving reinforced concrete tie rods removed from a 70-year-old arch bridge and preserved for mini-invasive diagnostics, addresses the critical need of estimating the current condition of these elements while verifying whether the common non-destructive techniques can be used to monitor the progress of deterioration. Both electrochemical measurements (e.g. corrosion potential and electrical resistivity) were used to detect the current corrosion conditions of steel bars; small core samples were also extracted to assess the presence of carbonation. In addition, this study allowed to investigate the effectiveness of the past restoration interventions, determining whether they achieved the designed outcomes. This research questions the effectiveness of these diagnostic measures to propose their repetition in situ for reliable, non-continuous monitoring of the structural health of these elements over time. The next steps involve visual inspection and mechanical characterization of the reinforcement to demonstrate the effectiveness of the diagnostics presented.

Primary authors

Marco Carlo Rampini (Politecnico di Milano, Italy) Nicoletta Russo (Politecnico di Milano, Italy) Federica Lollini (Politecnico di Milano, Italy) Tobia Zordan (Studio Bolina Ingegneria s.r.l., Italy) Marco di Prisco (Politecnico di Milano, Italy)

Presentation materials

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