Digitální knihovnaUPCE
 

Case study ‒ Nonlinear reliability analysis of a concrete bridge

Konferenční objektStatus neznámýpeer-reviewedpostprint

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

ISSN

Trvalý odkaz na tento záznam

Projekt

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

Studijní obor

Studijní program

Signatura tištěné verze

Umístění tištěné verze

Přístup k tištěné verzi

Klíčová slova

Concrete bridges, Nonlinear numerical analysis, Stochastic analysis, Concrete bridges, Nonlinear numerical analysis, Stochastic analysis

Endorsement

Review

item.page.supplemented

item.page.referenced