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Inverse analysis and optimization-based model updating for structural damage detection

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149729" target="_blank" >RIV/00216305:26110/23:PU149729 - isvavai.cz</a>

  • Result on the web

    <a href="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2136" target="_blank" >https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2136</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1002/cepa.2136" target="_blank" >10.1002/cepa.2136</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Inverse analysis and optimization-based model updating for structural damage detection

  • Original language description

    Structural health monitoring and early detection of structural damage is extremely important to maintain and preserve the service life of civil engineering structures. Identification of structural damage is usually performed using non-destructive vibration experiments combined with a mathematical procedure called model updating. The finite element model of the investigated structure is updated by incrementally adjusting its parameters so that the model responses gradually approach those of the real possibly damaged structure under investigation. This paper describes the use of two model updating methods. The first method employs metaheuristic optimization technique aimed multilevel sampling to efficiently search the design parameter space to achieve the best match between the deformed structure and its model. The second method approaches model updating as an inverse problem and uses machine learning-based model to approximate inverse relationship between structural response and structural parameters. Both methods are applied to damage identification of single- and double-span steel trusses. Finally, initial results of the hybrid method are presented. The effect of the damage rate and location on the identification speed and the accuracy of the solution is investigated and discussed.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2023

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    EUROSTRUCT 2023 - European Association on Quality Control of Bridges and Structures: Digital Transformation in Sustainability

  • ISBN

  • ISSN

    2509-7075

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    1228-1233

  • Publisher name

    Ernst & Sohn

  • Place of publication

    Berlin, Germany

  • Event location

    Vienna, Austria

  • Event date

    Sep 25, 2023

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    001256546000037