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Service Life Modelling of Reinforced Concrete Bridges (CROSBI ID 577564)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Kušter, Marija ; Ožbolt, Joško ; Radić, Jure Service Life Modelling of Reinforced Concrete Bridges // IABSE-IASS Symposium 2011: Taller, Longer, Lighter - Meeting growing demand with limited resources / IABSE-AIPC-IVBH ; Nethercot, A. David ; Pellegrino, Sergio (ur.). London : Delhi: IABSE-AIPC-IVBH, 2011. str. 549-1-549-8

Podaci o odgovornosti

Kušter, Marija ; Ožbolt, Joško ; Radić, Jure

engleski

Service Life Modelling of Reinforced Concrete Bridges

The paper provides a brief overview of degradation of the large reinforced concrete arch bridges on Adriatic coast which is the result of influence of the combination of very aggressive exposure conditions and inadequate attention to durability issues. As chloride-induced corrosion is the major cause of deterioration of these bridges, deterioration prediction models during corrosion process on structural members is essential for efficient bridge management. In this purpose coupled 3D chemo-hygro-thermo mechanical model for transient analysis of corrosion processes before and after depassivation of steel reinforcement in concrete is being developed. The application of the model is illustrated on numerical examples, which results are in good agreement with the available experimental observations.

Reinforced Concrete Bridges; Maritime Environment; Damage; Chloride Induced Corrosion; Modelling; Finite element

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Podaci o prilogu

549-1-549-8.

2011.

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objavljeno

978-0-7079-7122-3

Podaci o matičnoj publikaciji

IABSE-IASS Symposium 2011: Taller, Longer, Lighter - Meeting growing demand with limited resources

IABSE-AIPC-IVBH ; Nethercot, A. David ; Pellegrino, Sergio

London : Delhi: IABSE-AIPC-IVBH

Podaci o skupu

IABSE-IASS Symposium 2011: Taller, Longer, Lighter - Meeting growing demand with limited resources

predavanje

20.09.2011-23.09.2011

London, Ujedinjeno Kraljevstvo

Povezanost rada

Građevinarstvo