Technical Papers
Jul 23, 2024

Experimental Verification of GFRP Bridge Deck Panels Using an Integrated Distributed Fiber Optic Sensing System

Publication: Journal of Composites for Construction
Volume 28, Issue 5

Abstract

Fiber-reinforced polymer (FRP) composites are promising materials already being used in bridge construction. Lightweight deck panels, mainly used in the rehabilitation or replacement of existing bridges, are the most commonly used FRP bridge components. However, FRP decks are prone to damage due to delamination, matrix cracking, interlaminar cracking, and debonding. In addition, due to their microstructure, FRP materials tend to deteriorate in ways that are not easily detected by visual inspection. Therefore, nondestructive methods should often complement visual inspections aimed at assessing the technical condition of the structure. New measurement techniques are constantly being researched and developed to assist in the evaluation of FRP structures. Distributed fiber optic sensing (DFOS) has been chosen as the main measurement technique of the newly developed FRP bridge deck panel because this technique provides extended advantages compared to the conventional spot gauges. The concept of a component with an integrated DFOS-based system capable of structural control and detection of overloaded vehicles has been developed and verified both in laboratory conditions. The novelty of the presented approach is that sensors (strain-sensing fibers) are precisely embedded in FRP laminates for simultaneous internal strain and vertical displacement (shape change) measurements and delamination detection. The experimental verification of a full-scale deck under static and dynamic loading is described in the paper. The performance of the DFOS system was verified using reference techniques. The results proved the system to be a reliable tool for diagnosing FRP bridge decks.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research described in the current paper was performed within the R&D project: “OptiDeck—Intelligent FRP deck system for construction and rehabilitation of road bridge structures, equipped with fibre optic sensors for structural health monitoring and bridge load controlling,” carried out by the Rzeszow University of Technology, Poland. This project was funded by the National Centre for Research and Development, Poland, Warsaw, within the framework of the LIDER Program (Grant Number: LIDER/17/0070/L-9/17/NCBR/2018). The authors show gratitude to the SHM System company [Kraków, Poland, www.shmsystem.pl (accessed on February 27, 2023), www.nerve-sensors.com (accessed on February 27, 2023), working on the “Innovative fibre optic sensor for measuring strain and temperature” project (POIR.01.01.01-00-1154/19)], which was funded by the National Centre for Research and Development within the Intelligent Development Operational Program 2014-2020.

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Journal of Composites for Construction
Volume 28Issue 5October 2024

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Received: Jun 27, 2023
Accepted: Apr 19, 2024
Published online: Jul 23, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 23, 2024

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Faculty of Civil and Environmental Engineering and Architecture, Rzeszow Univ. of Technology, al. Powstancow Warszawy 12, 35-959 Rzeszow, Poland (corresponding author). ORCID: https://orcid.org/0000-0002-8550-7382. Email: [email protected]
Faculty of Civil Engineering, Cracow Univ. of Technology, ul. Warszawska 24, 31-155 Krakow, Poland. ORCID: https://orcid.org/0000-0002-6833-7203. Email: [email protected]
Mateusz Rajchel [email protected]
Faculty of Civil and Environmental Engineering and Architecture, Rzeszow Univ. of Technology, al. Powstancow Warszawy 12, 35-959 Rzeszow, Poland. Email: [email protected]
Tomasz Siwowski, M.ASCE [email protected]
Faculty of Civil and Environmental Engineering and Architecture, Rzeszow Univ. of Technology, al. Powstancow Warszawy 12, 35-959 Rzeszow, Poland. Email: [email protected]
Łukasz Bednarski [email protected]
Dept. of Mechanics and Vibroacoustics, Faculty of Mechanical Engineering and Robotics, AGH Univ. of Science and Technology in Krakow, Mickiewicza 30, 30-059 Krakow, Poland. Email: [email protected]

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