prikaz prve stranice dokumenta Modelling corrosion of steel reinforcement in concrete
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Modelling corrosion of steel reinforcement in concrete
IOP Conference Series: Materials Science and Engineering, 615 (2019), 1; 012011. https://doi.org/10.1088/1757-899X/615/1/012011
Ožbolt, J; Balabanić, G; Oršanić, F

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Ožbolt, J., Balabanić, G. i Oršanić, F. (2019). Modelling corrosion of steel reinforcement in concrete. IOP Conference Series: Materials Science and Engineering, 615. (1). doi: 10.1088/1757-899X/615/1/012011

Ožbolt, J, et al. "Modelling corrosion of steel reinforcement in concrete." IOP Conference Series: Materials Science and Engineering, vol. 615, br. 1, 2019. https://doi.org/10.1088/1757-899X/615/1/012011

Ožbolt, J, G Balabanić i F Oršanić. "Modelling corrosion of steel reinforcement in concrete." IOP Conference Series: Materials Science and Engineering 615, br. 1 (2019). https://doi.org/10.1088/1757-899X/615/1/012011

Ožbolt, J., Balabanić, G. i Oršanić, F. (2019) 'Modelling corrosion of steel reinforcement in concrete', IOP Conference Series: Materials Science and Engineering, 615(1). doi: 10.1088/1757-899X/615/1/012011

Ožbolt J, Balabanić G, Oršanić F. Modelling corrosion of steel reinforcement in concrete. IOP Conference Series: Materials Science and Engineering [Internet]. 01.10.2019. [pristupljeno 27.04.2025.];615(1). doi: 10.1088/1757-899X/615/1/012011

J. Ožbolt, G. Balabanić i F. Oršanić, "Modelling corrosion of steel reinforcement in concrete", IOP Conference Series: Materials Science and Engineering, vol. 615, br. 1, Listopad 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:922534. [Citirano: 27.04.2025.]

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Podaci o radu
Naslov (engleski)Modelling corrosion of steel reinforcement in concrete
AutorJ Ožbolt
MBZ: 89560
AutorG Balabanić
AutorF Oršanić
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Abstract Aggressive environmental conditions, such as exposure to the sea climate or use of de-icing salts, have considerable influence on durability of reinforced concrete structures due to the reinforcement corrosion induced damage. In the present paper, the recently developed coupled 3D chemo-hygro-thermo-mechanical (CHTM) model for concrete is discussed. The model takes into account the interaction between non-mechanical processes and mechanical properties of concrete (damage). The mechanical part of the model is based on the microplane model. It is validated through a 3D transient FE analysis of a pull-out of corroded steel reinforcement from a concrete beam-end specimen, which was exposed to aggressive environmental conditions. For the corrosion phase, the influence of the anode and cathode position on the electric potential, current density, corrosion rate and corrosion induced damage is investigated. Moreover, the effect of corrosion on the pull-out capacity of reinforcement and the influence of transport of corrosion products through cracks are studied.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Rad s konferencije
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaIOP Conference Series: Materials Science and Engineering
Brojčani podacivol. 615, br. 1, 012011
p-ISSN1757-8981
e-ISSN1757-899X
DOIhttps://doi.org/10.1088/1757-899X/615/1/012011
URN:NBNurn:nbn:hr:157:922534
Datum objave publikacije2019-10-01
SkupNaziv: 7th International Conference on Euro Asia Civil Engineering Forum
Lokacija: Stuttgart, Njemačka
Datum početka: 2019-09-30
Datum završetka: 2019-10-02
URL dokumentahttps://iopscience.iop.org/article/10.1088/1757-899X/615/1/012011
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2025-04-01 07:31:14