Structural Monitoring of a Large-Span Arch Bridge Using Customized Sensors

• Type: Article in International Scientific Journal
• Date: 2023

Authors

Cunha, A. (Author) FEUP; Iekta, I. (Author) Other; Pereira, S. (Author) FEUP; Moutinho, C. (Author) FEUP

Journal

Title: Sensors

Vol. 23

Final page: 5971

ISSN: 1424-3210

Publisher: MDPI

Indexing

ISI Web of Knowledge - 0 Citations

ISI Web of Science

Scopus - 0 Citations

Other information

Authenticus ID: P-00Y-QTE

DOI: 10.3390/s23135971

Abstract (EN): Due to the increasing importance of the continuous monitoring of Civil Structures, this research aims to take advantage of new solutions of measurement systems and sensors in the Structural Health Monitoring of bridges, using the reinforced concrete arch Arrabida Bridge as a case study. With the support of customized sensors, this work starts by performing preliminary ambient vibration tests on Arrabida Bridge, aiming at the identification of the natural frequencies and respective vibration modes of the deck. Then, the measurement campaigns carried over time are described, which involved different types of customized sensors, namely, accelerometers, temperature sensors and displacement sensors. Based on the signals collected by these devices, some preliminary analyses were performed. The results show that the temperature measured at the deck sections presents different amplitudes and phase shifts when compared to the temperature measured at the arch sections. Moreover, using the temperature measurements, it is possible to estimate with good accuracy the displacements in the expansion joints of the bridge. It was also observed that the displacements in these joints, although being conditioned by the temperature effects, are also marked by a dynamic component arising from the traffic loads over the deck. The observation of this phenomenon is an innovative aspect found in this investigation, which can be used in the future to characterize the traffic loads on the structure.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 25