Abstract

Generally, during maintenance operations on bridges and motorway viaducts, the circulation of vehicles is limited or suspended. This causes significant economic losses due to the increase in the costs of transport: delays, increased fuel consumption, higher emissions of pollutants into the atmosphere, increased risk of accidents, etc. However, few studies have analyzed the influence of bridge vibrations on the final mechanical properties of the cement mortar placing during ordinary bridge service. As such, interest is increasing in repair techniques that could achieve high structural performance without reducing road service levels. This paper provides the results obtained through an innovative laboratory trials campaign that evaluated the influence of vibrations on the mechanical properties of high-performance mortar used for repairing bridge decks. The results of 24 cubic and prismatic specimens showed the relationship between the traffic-induced vibrations and the mechanical characteristics of the studied mortar. The findings can be considered as the first methodologic step that is necessary to address further field studies, drawing a detailed link between the repair techniques and transportation user costs. Based on the obtained results, a synthetic bridge management system framework was developed that merges the road function into the structural issue with the goals of increasing the resilience of road networks and optimizing the maintenance resources budget.

Highlights

  • Having defined the shape of the power spectral density (PSD) starting from the dynamic characteristics of the considered decks, the ordinates were scaled to obtain the maximum amplitude of the acceleration of the same magnitude of the maximum vertical acceleration that occurs in reality

  • This paper presented the results derived from new test equipment, which was used to evaluate the impact of induced vibrations derived from vehicle traffic on the mechanical characteristics of the high-performance mortar used for bridge repairs

  • The dynamic input was evaluated considering the randomness of recordings of vibrations produced by vehicle traffic and the evolution of the geometric characteristics of real bridges

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Summary

Introduction

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. They negatively affect both the tensile performance of early-age polyvinyl alcohol-engineering cementitious composites (PVA-ECCs) [12] and the flexural strength of newly placed PVA-ECCs [13] Another problem regarding the research in this field is the recordings of vibrations induced by traffic, which are characterized by a wide frequency content that is hard to reproduce. Studies are required on the vibrations of the infrastructure, focusing on signal-processing errors Within this context, the aim of this study was to provide experimental information, deduced using an innovative test procedure with an innovative test device, on the influence of vehicular traffic vibrations on the curing of cement mortars for structural retrofitting of bridge decks. This inconvenience is commonly called user costs, as detailed

Feasibility of Inclusive Asset Management for Bridge Repair Operations
The 6DoF Shaker and Execution of Vibration Tests
Mechanical Characterization of Control and Vibrated Specimens
The Importance of a Bridge Management System
Findings
Conclusions
Full Text
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