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Assessment of long-term reliability of reinforced concrete bridges using digital twins

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F28399269%3A_____%2F22%3AN0000009" target="_blank" >RIV/28399269:_____/22:N0000009 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Assessment of long-term reliability of reinforced concrete bridges using digital twins

  • Original language description

    Chloride-induced reinforcement corrosion may compromise the serviceability and safety of the civil infrastructure. The early diagnosis together with advanced numerical tools of ageing management can contribute to the maintenance cost efficiency and long service life of reinforced concrete bridges. Such a role can be provided by real-time monitoring systems coupled with advanced numerical tools. The monitoring system is used to monitor the traffic passing the bridge as well as to deduce data for structural assessment. A digital twin refers to a computational model, which, upon calibration, is used to simulate the behaviour of the real structure as well as to predict its degradation rate in the future. In this study, a non-linear finite element model is calibrated based on the on-site measurements and advanced chemo-mechanical models are applied to estimate the chloride ingress, subsequent reinforcement corrosion rate, and its impact on the structural performance. Such an analysis is generally composed of multiple load intervals simulating the application of the typical load level, chloride attack modelling, and simulation of the structural overloading. It is assumed that the structure is subjected to the de-icing agents for up to 150 years since its construction. Finally, the structural resistivity is evaluated according to the methods given in the fib Model Code 2010.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/CK03000023" target="_blank" >CK03000023: Digital twin for increased reliability and sustainability of concrete bridges</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    13th Central European Congress on Concrete Engineering CCC 2022. Next Generation of Concrete Engineering for Post-Pandemic Europe

  • ISBN

    978-83-938649-7-3

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

  • Publisher name

    nbi media

  • Place of publication

    Kraków, Poland

  • Event location

    Zakopane

  • Event date

    Sep 13, 2022

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article