Case study ‒ Nonlinear reliability analysis of a concrete bridge
Konferenční objektStatus neznámýpeer-reviewedpostprintDatum publikování
2016
Vedoucí práce
Oponent
Název časopisu
Název svazku
Vydavatel
CRC Press
Abstrakt
Nonlinear analysis is recently well-established methodology for safety assessment of bridge structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and advanced stochastic simulation methods have been combined in order to offer an advanced tool for assessment of realistic behavior of concrete structures and reliability assessment. As an application example the nonlinear reliability analysis of a reinforced concrete bridge (2-2043-15 E4 Kristineberg) in Stockholm has been performed. Simulated results are compared with the results from deterministic nonlinear analysis and from experiments. The utilized approach is based on randomization of the nonlinear fracture mechanics finite element analysis of concrete structures. Theoretical as well as practical application issues will be presented emphasizing key points of the solution.
Rozsah stran
p. 2503-2507
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Zdrojový dokument
Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks : Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016
Vydavatelská verze
Přístup k e-verzi
Pouze v rámci univerzity
Název akce
8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016 (26.06.2016 - 30.06.2016)
ISBN
978-1-138-02851-7
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Klíčová slova
Concrete bridges, Nonlinear numerical analysis, Stochastic analysis, Concrete bridges, Nonlinear numerical analysis, Stochastic analysis