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NOVÁK, D. STRAUSS, A. NOVÁK, L. LEHKÝ, D. ŠOMODÍKOVÁ, M. LIPOWCZAN, M. SLOWIK, O. DOLEŽEL, J. PUKL, R. SATTLER, F. APOSTOLIDI, E.
Original Title
Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges
Type
conference paper
Language
English
Original Abstract
Consideration of uncertainties in bridge structural engineering is a growing topic because it provides valuable information on the reliability of bridges in time while addressing life-cycle aspects. Utilization of nonlinear finite element method (NLFEM) and Monte Carlo (MC) type simulation is essential for modelling of the concrete bridge random behaviour and its reliability assessments. This contribution describes keystones of a complex methodology for statistical, reliability and risk analyses of concrete structures including advanced nonlinear finite element analysis, uncer-tainty propagation and degradation modelling. It presents virtual simulation used on the way from assessment of experimental results to reliability analysis of a bridge structure, based on randomization of nonlinear fracture mechanics finite element analysis. Keystones of complex methodology are material parameters identification, nonlinear computational modelling, uncertainties propagation, surrogate modelling, degradation modelling, and safety formats. The paper describes methodology and for a routine complex assessment utilizing developed software tools and practical application of the approach for selected case studies of concrete bridges from Austria and the Czech Republic.
Keywords
Bridge assessment; Reliability; Uncertainties propagation; Nonlinear simulation; Surrogate modelling; Degradation; Safety formats
Authors
NOVÁK, D.; STRAUSS, A.; NOVÁK, L.; LEHKÝ, D.; ŠOMODÍKOVÁ, M.; LIPOWCZAN, M.; SLOWIK, O.; DOLEŽEL, J.; PUKL, R.; SATTLER, F.; APOSTOLIDI, E.
Released
25. 9. 2023
Publisher
Ernst & Sohn GmbH & Co. KG.
Location
Berlin, Germany
ISBN
2509-7075
Periodical
ce/papers
Year of study
6
Number
5
State
Federal Republic of Germany
Pages from
1242
Pages to
1251
Pages count
10
URL
https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2195
Full text in the Digital Library
http://hdl.handle.net/11012/214423
BibTex
@inproceedings{BUT184846, author="Drahomír {Novák} and Alfred {Strauss} and Lukáš {Novák} and David {Lehký} and Martina {Sadílková Šomodíková} and Martin {Lipowczan} and Ondřej {Slowik} and Jiří {Doležel} and Radomír {Pukl} and Fabian {Sattler} and E. {Apostolidi}", title="Nonlinear probabilistic structural assessment: Findings from Austrian and Czech bridges", booktitle="EUROSTRUCT 2023 - European Association on Quality Control of Bridges and Structures: Digital Transformation in Sustainability", year="2023", journal="ce/papers", volume="6", number="5", pages="1242--1251", publisher="Ernst & Sohn GmbH & Co. KG.", address="Berlin, Germany", doi="10.1002/cepa.2195", issn="2509-7075", url="https://onlinelibrary.wiley.com/doi/epdf/10.1002/cepa.2195" }