Abstract

This paper investigates the potential of using distributed fiber optic sensing (DFOS) to evaluate load distribution and support reactions within a statically indeterminate structure. A multibeam two-span composite model bridge was built and instrumented with DFOS. Three different loading scenarios (full width, concentrated, and offset) and two different slab thicknesses were used to investigate their impact on load distribution and reactions forces. Disturbed regions near the supports meant that shear forces, and thus reactions, could not be measured in this region and thus had to be extrapolated. Two extrapolation techniques (linear and second order) were developed and evaluated using a grillage model. The second-order fitting technique provided more accurate reaction forces for the grillage model and was then used with the distributed strain data from the model bridge to estimate the reactions. Challenges associated with the scale of the experiment were identified that should result in better performance on full-scale structures.

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Data Availability Statement

All data generated or used during the study are available from the corresponding author by request. Data includes distributed strains, strains, and displacements measured in the tests.

Acknowledgments

The authors would like to acknowledge the Natural Sciences and Engineering Research Council (NSERC) of Canada, and Transport Canada for their financial support of this research. They would also like to thank Jack Poldon and Paul Thrasher for their assistance with the experiments.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 7July 2023

History

Received: Oct 10, 2022
Accepted: Feb 6, 2023
Published online: Apr 22, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 22, 2023

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Jack Gillham [email protected]
Researcher, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N9. Email: [email protected]
Researcher, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N9. ORCID: https://orcid.org/0000-0001-5327-0010. Email: [email protected]
Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N9 (corresponding author). ORCID: https://orcid.org/0000-0002-2819-7410. Email: [email protected]
Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4. ORCID: https://orcid.org/0000-0001-9368-8681. Email: [email protected]

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