Pregled bibliografske jedinice broj: 1043377
Influence of concrete damage on reinforcement corrosion
Influence of concrete damage on reinforcement corrosion // 7th International Conference on Euro Asia Civil Engineering Forum / Lie, Han Ay ; Garrecht, Harald ; Sharma, Akanshu ; Hardjasaputra, Harianto (ur.).
Stuttgart: IOP Conference Series: Materials Science and Engineering, 2019. 012096, 8 doi:10.1088/1757-899X/615/1/012096 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1043377 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Influence of concrete damage on reinforcement
corrosion
Autori
Kušter Marić, Marija ; Ožbolt, Joško ; Mandić Ivanković, Ana ; Vlašić, Anđelko ; Bleiziffer, Jelena ; Srbić, Mladen ; Skokandić, Dominik ; Bošnjak, Josipa ; Lacković, Luka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
7th International Conference on Euro Asia Civil Engineering Forum
/ Lie, Han Ay ; Garrecht, Harald ; Sharma, Akanshu ; Hardjasaputra, Harianto - Stuttgart : IOP Conference Series: Materials Science and Engineering, 2019
Skup
7th International Conference of Euro Asia Civil Engineering Forum
Mjesto i datum
Stuttgart, Njemačka, 30.09.2019. - 02.10.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete bridge, crack, corrosion, on-site testing, laboratory experiments, numerical modelling
Sažetak
Concrete damage (cracks, voids and delamination) significantly influence initiation and propagation phase of reinforcement corrosion. The three methods are combined in the framework of this research: (i) on-site testing on concrete bridges, (ii) application of an advanced numerical model for service life prediction on existing structures and (iii) laboratory experiments on permeability of cracked concrete. The aim of this research is to determine the mutual interaction of material, structural, environmental and climate performance indicators under following degradation mechanisms: chloride induced corrosion of reinforcement in concrete and concrete cracking due to mechanical and non-mechanical loading. The broader aim is to predict bridge service life more precisely as a base for establishment of an optimal bridge quality control plan. The focus of the paper is application of on-site testing on existing bridges. Influence of cracks in concrete on reinforcement corrosion on existing structures can be determined by application of non-destructive testing, not only by measured values but also to define area of structure on which a crack has impact.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
UKF 04/17
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski fakultet, Rijeka
Profili:
Anđelko Vlašić
(autor)
Joško Ožbolt
(autor)
Jelena Bleiziffer
(autor)
Dominik Skokandić
(autor)
Mladen Srbić
(autor)
Ana Mandić Ivanković
(autor)
Marija Kušter Marić
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus