| Title: | Model updating concept using bridge Weigh-in-Motion data |
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| Authors: | ID Hekič, Doron (Author)
ID Anžlin, Andrej (Author)
ID Kreslin, Maja (Author)
ID Žnidarič, Aleš (Author)
ID Češarek, Peter (Author) |
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| Files: |  URL - Source URL, visit https://www.mdpi.com/1424-8220/23/4/2067
 PDF - Presentation file, download (26,28 MB)
MD5: DA66FF189B15639908FE1AC639DC6016
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| Language: | English |
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| Typology: | 1.01 - Original Scientific Article |
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| Organization: |  ZAG - Slovenian National Building and Civil Engineering Institute
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| Abstract: | Finite element (FE) model updating of bridges is based on the measured modal parameters and less frequently on the measured structural response under a known load. Until recently, the FE model updating did not consider strain measurements from sensors installed for weighing vehicles with bridge weigh-in-motion (B-WIM) systems. A 50-year-old multi-span concrete highway viaduct, renovated between 2017 and 2019, was equipped with continuous monitoring system with over 200 sensors, and a B-WIM system. In the most heavily instrumented span, the maximum measured longitudinal strains induced by the full-speed calibration vehicle passages were compared with the modelled strains. Based on the sensitivity study results, three variables that affected its overall stiffness were updated: Young’s modulus adjustment factor of all structural elements, and two anchorage reduction factors that considered the interaction between the superstructure and non-structural elements. The analysis confirmed the importance of the initial manual FE model updating to correctly reflect the non-structural elements during the automatic nonlinear optimisation. It also demonstrated a successful use of pseudo-static B-WIM loading data during the model updating process and the potential to extend the proposed approach to using random B-WIM-weighed vehicles for FE model updating and long-term monitoring of structural parameters and load-dependent phenomena. |
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| Keywords: | monitoring, bridge, viaduct, bridge weigh-in-motion (B-WIM), structural health monitoring (SHM), finite element (FE), calibration, model updating |
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| Publication status: | Published |
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| Publication version: | Version of Record |
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| Publication date: | 12.02.2023 |
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| Publisher: | MDPI |
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| Year of publishing: | 2023 |
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| Number of pages: | str. 1-24 |
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| Numbering: | Vol. 23, iss. 3, [article no.] 2067 |
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| PID: | 20.500.12556/DiRROS-16323  |
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| UDC: | 624 |
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| ISSN on article: | 1424-8220 |
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| DOI: | 10.3390/s23042067 |
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| COBISS.SI-ID: | 142607363 |
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| Copyright: | © 2023 by the authors.
Licensee MDPI, Basel, Switzerland. |
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| Note: | Nasl. z nasl. zaslona;
Opis vira z dne 22. 2. 2023;
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| Publication date in DiRROS: | 29.05.2023 |
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| Views: | 819 |
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| Downloads: | 376 |
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