Digital twin approach for durability and reliability assessment of bridges

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU144010" target="_blank" >RIV/00216305:26110/20:PU144010 - isvavai.cz</a>

Alternative codes found

RIV/28399269:_____/21:N0000004 RIV/28399269:_____/21:N0000005 RIV/28399269:_____/20:N0000024 RIV/68407700:21610/20:00358228

Result on the web

<a href="https://www.fib-international.org/publications/fib-proceedings/i-fib-i-symposium-in-shanghai,-china-2020-proceedings-em-pdf-em-detail.html?idU=1" target="_blank" >https://www.fib-international.org/publications/fib-proceedings/i-fib-i-symposium-in-shanghai,-china-2020-proceedings-em-pdf-em-detail.html?idU=1</a>

DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Digital twin approach for durability and reliability assessment of bridges

Original language description

Digital twin is a modern concept, in which a digital replica of a real product and structure is developed, and a simulation is performed to test the product behaviour under service conditions. In the presented paper the digital twin method is used for making assessments of safety, durability and reliability of bridge structures. Although some numerical modelling is often done when an existing bridge is evaluated, it usually does not involve the simulation of real behaviour under service and environmental loads including chloride ingress, reinforcement corrosion and assessment of ultimate load carrying capacity. The digital twin concept in addition includes an important aspect of the digital twin calibration and validation using the real monitoring data. The paper presents a chemo-mechanical model covering initiation and propagation of chlorides or carbonation. This model is combined with the nonlinear modelling of cracking, bond failure and reinforcement yielding (Cervenka and Papanikolaou (2008). The paper extents the previously developed model by the authors Hájková et al. (2019), Jendele, Šmilauer and Cervenka (2014). The models were implemented in ATENA software and are validated on experimental data. The developed models can be efficiently used in large scale analysis of real engineering problems as demonstrated on applications to an existing bridge structures in Germany. The example simulation using the digital twin concept show time development of reinforcement corrosion due to chloride ingress, and their impact on the evolution of structural safety and reliability. © Proceedings of the fib Symposium 2020: Concrete Structures for Resilient Society. All rights reserved.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20101 - Civil engineering

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)

Publication year

2020

Confidentiality

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

Article name in the collection

CONCRETE STRUCTURES FOR RESILIENT SOCIETY

ISBN

9782940643042

ISSN

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e-ISSN

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Number of pages

9

Pages from-to

1840-1848

Publisher name

International Federation for Structural Concrete

Place of publication

neuveden

Event location

Shanghai

Event date

Nov 22, 2020

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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