Pregled bibliografske jedinice broj: 856786
Modeling processes related to corrosion of reinforcement in concrete: Coupled 3D FE model
Modeling processes related to corrosion of reinforcement in concrete: Coupled 3D FE model // Export | Download | Add to List | More... Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 2015, Pages 494-498 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
Tokyo, Japan, 2014. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Modeling processes related to corrosion of reinforcement in concrete: Coupled 3D FE model
Autori
Ožbolt, Joško ; Oršanić, Filip ; Balabanić, Gojko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Skup
Export | Download | Add to List | More... Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 2015, Pages 494-498 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
Mjesto i datum
Tokyo, Japan, 16.11.2014. - 19.11.2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Concrete products ; Concretes ; Corrosion ; Life cycle ; Reinforced concrete
Sažetak
Aggressive environmental conditions, such as exposure to the sea climate or use of de-icing salts, have a strong influence on durability of reinforced concrete structures due to reinforcement corrosioninduced damage. In the present paper, a recently developed three- dimensional chemo-hygro-thermomechanical model for concrete is briefly discussed. The model was implemented into a 3D FE code and its application is illustrated through a numerical example of a reinforced beam-end specimen, without and with stirrups, exposed to aggressive conditions. Damage of concrete cover due to expansion of corrosion products and transport of rust through concrete pores and cracks are predicted. Subsequently, the influence of corrosion induced damage of concrete cover on bond resistance of deformed steel reinforcement is studied. The comparison between numerical results and experimental evidence shows that the complex coupled mathematical model is able to realistically predict the phenomena related to corrosion of steel reinforcement in concrete
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Rijeka