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SLOWIK, O. ŠOMODÍKOVÁ, M. NOVÁK, D.
Original Title
Non-linear Probabilistic Assessment of Existing Bridge Considering Deterioration
Type
article in a collection out of WoS and Scopus
Language
English
Original Abstract
The integration of the non-linear finite element method with deterioration-based analysis represents a powerful approach for accurately simulating structural behaviors. However, conducting fully probabilistic analyses on large-scale models that incorporate numerous stochastic variables remains a significantly time-intensive task. As a result, structural designers and engineers frequently prefer semi-probabilistic methods, which significantly reduce the need for extensive non-linear computations. This paper concentrates on evaluating the reliability of an existing railway bridge constructed with cast-in steel beams. It employs an advanced numerical analysis through a non-linear finite element model, combined with established semi-probabilistic approaches, including the ECoV method and the newer eigen ECoV method. To accurately reflect the current state of the bridge's superstructure, the analysis models the carbonation of concrete and the ensuing corrosion of steel beams using analytical models that consider both the fundamental material properties and environmental factors.
Keywords
Non-linear finite element analysis; stochastic analysis; deterioration-based analysis; reliability analysis; semi-probabilistic methods.
Authors
SLOWIK, O.; ŠOMODÍKOVÁ, M.; NOVÁK, D.
Released
14. 5. 2024
Publisher
Brno University of Technology, Czech Academy of Sciences
ISBN
978-80-214-6235-9
Book
ENGINEERING MECHANICS 2024
Edition
1
1805-8248
Periodical
Engineering Mechanics ....
Year of study
30
State
Czech Republic
Pages from
266
Pages to
269
Pages count
4
URL
https://www.engmech.cz/im/proceedings/show_p/2024/266
Full text in the Digital Library
http://hdl.handle.net/11012/249497
BibTex
@inproceedings{BUT189241, author="Ondřej {Slowik} and Martina {Sadílková Šomodíková} and Drahomír {Novák}", title="Non-linear Probabilistic Assessment of Existing Bridge Considering Deterioration", booktitle="ENGINEERING MECHANICS 2024", year="2024", series="1", journal="Engineering Mechanics ....", volume="30", pages="266--269", publisher="Brno University of Technology, Czech Academy of Sciences", doi="10.21495/em2024-266", isbn="978-80-214-6235-9", issn="1805-8248", url="https://www.engmech.cz/im/proceedings/show_p/2024/266" }