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Case study ‒ Nonlinear reliability analysis of a concrete bridge
Authors: Pukl Radomír | Sajdlová Tereza | Řoutil Ladislav | Novák Drahomír | Šeda Pavel
Year: 2016
Type of publication: článek ve sborníku
Name of source: 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
Publisher name: CRC Press
Place: Boca Raton
Page from-to: 2503-2507
Titles:
Language Name Abstract Keywords
cze Case study ‒ Nonlinear reliability analysis of a concrete bridge 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. Concrete bridges; Nonlinear numerical analysis; Stochastic analysis
eng Case study ‒ Nonlinear reliability analysis of a concrete bridge 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. Concrete bridges; Nonlinear numerical analysis; Stochastic analysis

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