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

Naslov:Sensors
Skrajšan naslov:Sensors
Založnik:MDPI
ISSN:1424-8220
COBISS.SI-ID:10176278 Novo okno

Gradivo je financirano iz projekta

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:53694
Naslov:Young Researcher funding programme

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:P2-0260
Naslov:Mehanika konstrukcij

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:P2-0273
Naslov:Gradbeni objekti in materiali

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:I0-0032
Naslov:Preizkušanje materialov in konstrukcij

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:spremljanje stanja, most, viadukt, mostni sistem za tehtanje vozil med vožnjo, končni element, kalibracija, kalibracija, posodobitev modela, residualni model


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