Monitoring the Condition of Narrow Bridges Using Data from Rotation-Based and Strain-Based Bridge Weigh-in-Motion Systems
Publication: Journal of Bridge Engineering
Volume 27, Issue 7
Abstract
This study investigates the concept that when localized bridge superstructure damage is present, the weights of passing vehicles inferred from a rotation-based bridge weigh-in-motion (B-WIM) system will deviate from those predicted by a strain-based B-WIM system. Rotation measurements were gathered from a 5.4-m simply supported laboratory model bridge crossed repeatedly by a four-axle model vehicle. Damage was incorporated by bolting stiffening plates onto localized sections of the test bridge. This “negative damage” concept, consisting of local increases in stiffness, allows several damage scenarios to be investigated on the test bridge. The experimental results show that when negative damage is present, rotation-calculated gross vehicle weights decrease, while strain-calculated gross vehicle weights remain unchanged. It is also shown that the approximate location of damage can be identified.
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Acknowledgments
The authors would like to express their gratitude for the financial support received from European Project on Strengthening Infrastructure Risk Management in the Atlantic Area (SIRMA).
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Received: Jul 19, 2021
Accepted: Feb 4, 2022
Published online: May 3, 2022
Published in print: Jul 1, 2022
Discussion open until: Oct 3, 2022
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