Naslov: | Model updating concept using bridge Weigh-in-Motion data |
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Avtorji: | ID Hekič, Doron (Avtor) ID Anžlin, Andrej (Avtor) ID Kreslin, Maja (Avtor) ID Žnidarič, Aleš (Avtor) ID Češarek, Peter (Avtor) |
Datoteke: | URL - Izvorni URL, za dostop obiščite https://www.mdpi.com/1424-8220/23/4/2067
PDF - Predstavitvena datoteka, prenos (26,28 MB) MD5: DA66FF189B15639908FE1AC639DC6016
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Jezik: | Angleški jezik |
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Tipologija: | 1.01 - Izvirni znanstveni članek |
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Organizacija: | ZAG - Zavod za gradbeništvo Slovenije
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Povzetek: | 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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Ključne besede: | monitoring, bridge, viaduct, bridge weigh-in-motion (B-WIM), structural health monitoring (SHM), finite element (FE), calibration, model updating |
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Status publikacije: | Objavljeno |
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Verzija publikacije: | Objavljena publikacija |
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Datum objave: | 12.02.2023 |
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Založnik: | MDPI |
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Leto izida: | 2023 |
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Št. strani: | str. 1-24 |
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Številčenje: | Vol. 23, iss. 3, [article no.] 2067 |
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PID: | 20.500.12556/DiRROS-16323 |
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UDK: | 624 |
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ISSN pri članku: | 1424-8220 |
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DOI: | 10.3390/s23042067 |
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COBISS.SI-ID: | 142607363 |
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Avtorske pravice: | © 2023 by the authors.
Licensee MDPI, Basel, Switzerland. |
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Opomba: | Nasl. z nasl. zaslona;
Opis vira z dne 22. 2. 2023;
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Datum objave v DiRROS: | 29.05.2023 |
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Število ogledov: | 822 |
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Število prenosov: | 378 |
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Metapodatki: | |
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