Pregled bibliografske jedinice broj: 658977
Numerical Modelling of Degradation of Reinforced Concrete Structures Exposed to Cracking and Chlorides
Numerical Modelling of Degradation of Reinforced Concrete Structures Exposed to Cracking and Chlorides // Assessment, Upgrading and Refurbishement of Infrastructures / IABSE (ur.).
Rotterdam : Boston (MA) : Taipei: International Association for Bridge and Structural Engineering (IABSE), 2013. str. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 658977 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Numerical Modelling of Degradation of Reinforced Concrete Structures Exposed to Cracking and Chlorides
Autori
Ožbolt, Joško ; Kušter, Marija ; Balabanić, Gojko ; Oršanić, Filip
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Assessment, Upgrading and Refurbishement of Infrastructures
/ IABSE - Rotterdam : Boston (MA) : Taipei : International Association for Bridge and Structural Engineering (IABSE), 2013, 1-8
ISBN
978-3-85748-123-9
Skup
IABSE Conference, Rotterdam, 2013 - Assessment, Upgrading and Refurbishement of Infrastructures
Mjesto i datum
Rotterdam, Nizozemska, 06.05.2013. - 08.05.2013
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Reinforced Concrete; Pitting Corrosion; Modelling; Finite elements; Cracking; Chlorides; Corrosion Rate; Bond Resistance.
Sažetak
The paper provides a brief overview of recently developed fully coupled 3D chemo-hygro-thermo- mechanical model for simulation of chloride induced corrosion, before and after depassivation of steel as well as its consequences on degradation of reinforced concrete structures. The applications of the model are illustrated on three numerical examples. The aim of the first numerical example is to demonstrate the influence of cracks in concrete on transport processes and on depassivation time. In the second and the third numerical examples processes after depasivation of reinforcement are analyzed in order to study the influence of concrete quality, water saturation and cracks in concrete on corrosion current density of a macro cell ; influence of rust transport into the concrete cracks and pores on damages in concrete as well as influence of corrosion on bond resistance. The numerical results are in good agreement with the available experimental observations, what leads to the conclusion that the model is able to realistically predict corrosion of reinforcement in concrete.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
082-0822977-1497 - Granična stanja i održivost mostova
114-0000000-3145 - Numerički 3D kemo-higro-termo-mehanički model betona (Ožbolt, Joško, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski fakultet, Rijeka
Profili:
Gojko Balabanić
(autor)
Marija Kušter Marić
(autor)
Filip Oršanić
(autor)
Joško Ožbolt
(autor)