Pregled bibliografske jedinice broj: 606286
Sustainable Large Arch Bridge Maintenance through Inspections, Assessments, Monitoring, Repairs and Service Life Modelling
Sustainable Large Arch Bridge Maintenance through Inspections, Assessments, Monitoring, Repairs and Service Life Modelling // Proceedings of the 18th IABSE Congress: "Innovative Infrastructures - Toward Human Urbanism" / The Korean Group of IABSE (ur.).
Seoul: The Korean Group of IABSE, 2012. str. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 606286 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Sustainable Large Arch Bridge Maintenance through Inspections, Assessments, Monitoring, Repairs and Service Life Modelling
Autori
Radić, Jure ; Kušter, Marija ; Bleiziffer, Jelena
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 18th IABSE Congress: "Innovative Infrastructures - Toward Human Urbanism"
/ The Korean Group of IABSE - Seoul : The Korean Group of IABSE, 2012, 1-8
Skup
18th IABSE Congress: "Innovative Infrastructures - Toward Human Urbanism"
Mjesto i datum
Seoul, Republika Koreja, 19.09.2012. - 21.09.2012
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reinforced concrete; arch; corrosion; repair; inspection; monitoring; service life
Sažetak
The paper provides an overview of maintenance activities on seven large reinforced concrete arch bridges in Croatia located on Adriatic coastline, built in two periods: in the 1960’s and 1970’s and at the last turn of the century. Inadequate attention to durability issues in combination with very aggressive maritime environment has led to expensive and technically demanding repair works on older arch bridges. The design of more recent constructed bridges took into account the experience from the in-service performance of older arch bridges. Moreover, structural health monitoring systems have been installed on those bridges. As chloride-induced corrosion is the major cause of deterioration of the Adriatic RC arch bridges, a numerical model, which can realistically simulate effects of reinforcement corrosion in concrete is developed and implemented into the finite element code to predict service life of new or already damaged structure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822977-1497 - Granična stanja i održivost mostova
Ustanove:
Građevinski fakultet, Zagreb