prikaz prve stranice dokumenta Modelling corrosion of steel reinforcement in concrete
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Scientific paper - Conference paper
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. & 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, no. 1, 2019. https://doi.org/10.1088/1757-899X/615/1/012011

Ožbolt, J, G Balabanić and F Oršanić. "Modelling corrosion of steel reinforcement in concrete." IOP Conference Series: Materials Science and Engineering 615, no. 1 (2019). https://doi.org/10.1088/1757-899X/615/1/012011

Ožbolt, J., Balabanić, G. and 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]. 2019 October 01 [cited 2025 April 01];615(1). doi: 10.1088/1757-899X/615/1/012011

J. Ožbolt, G. Balabanić and F. Oršanić, "Modelling corrosion of steel reinforcement in concrete", IOP Conference Series: Materials Science and Engineering, vol. 615, no. 1, October 2019. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:157:922534. [Accessed: 01 April 2025]

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Metadata
Title (english)Modelling corrosion of steel reinforcement in concrete
AuthorJ Ožbolt
MBZ: 89560
AuthorG Balabanić
AuthorF Oršanić
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Conference paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleIOP Conference Series: Materials Science and Engineering
Numberingvol. 615, no. 1, 012011
p-ISSN1757-8981
e-ISSN1757-899X
DOIhttps://doi.org/10.1088/1757-899X/615/1/012011
URN:NBNurn:nbn:hr:157:922534
Publication2019-10-01
ConferenceTitle: 7th International Conference on Euro Asia Civil Engineering Forum
Location: Stuttgart, Germany
Start date: 2019-09-30
End date: 2019-10-02
Document URLhttps://iopscience.iop.org/article/10.1088/1757-899X/615/1/012011
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2025-04-01 07:31:14