| Auteur | Rechercher : Zaghian, Sepideh; Rechercher : Martín-Pérez, Beatriz; Rechercher : Almansour, Husham1 |
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| Affiliation | - Conseil national de recherches Canada. Construction
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| Format | Texte, Article |
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| Conférence | 2nd Workshop on Capacity Assessment of Corroded Reinforced Concrete Structures, CACRCS DAYS 2020, December 1-4, 2020, Virtual, Online |
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| Sujet | bridge piers; concrete buildings; concrete construction; corrosive effects; deterioration; reinforced concrete; software testing; steel corrosion |
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| Résumé | Corrosion of reinforcing steel in reinforced concrete (RC) infrastructure is one of the most detrimental deterioration mechanisms, affecting both safety and serviceability. In the present study, a comprehensive analysis methodology of corrosion damage is adopted, and the detrimental effects of corrosion-induced degradation on the ultimate capacity of an existing aging RC bridge pier are investigated through three-dimensional non-linear finite element analysis (3D-NLFEA) using the commercially available finite element program DIANA.The accuracy of the present methodology is evaluated by simulating corroded columns tests reported in the literature. |
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| Date de publication | 2020-12-01 |
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| Maison d’édition | fib. The International Federation for Structural Concrete |
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| Dans | |
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| Série | |
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| Langue | anglais |
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| Publications évaluées par des pairs | Oui |
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| Exporter la notice | Exporter en format RIS |
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| Signaler une correction | Signaler une correction (s'ouvre dans un nouvel onglet) |
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| Identificateur de l’enregistrement | c6ebfcee-5f99-4691-b1cf-55850a2085fb |
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| Enregistrement créé | 2023-07-05 |
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| Enregistrement modifié | 2023-07-05 |
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