prikaz prve stranice dokumenta Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts
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Scientific paper - Original scientific paper
Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts
Frontiers in Built Environment, 6 (2020); 1-19. https://doi.org/10.3389/fbuil.2020.561897
Kušter Marić, Marija; Ožbolt, Joško; Balabanić, Gojko; Zhychkovska, Olesya; Gambarelli, Serena

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

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Kušter Marić, M., Ožbolt, J., Balabanić, G., Zhychkovska, O. & Gambarelli, S. (2020). Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts. Frontiers in Built Environment, 6., 1-19. doi: 10.3389/fbuil.2020.561897

Kušter Marić, Marija, et al. "Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts." Frontiers in Built Environment, vol. 6, 2020, pp. 1-19. https://doi.org/10.3389/fbuil.2020.561897

Kušter Marić, Marija, Joško Ožbolt, Gojko Balabanić, Olesya Zhychkovska and Serena Gambarelli. "Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts." Frontiers in Built Environment 6 (2020): 1-19. https://doi.org/10.3389/fbuil.2020.561897

Kušter Marić, M., et al. (2020) 'Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts', Frontiers in Built Environment, 6, pp. 1-19. doi: 10.3389/fbuil.2020.561897

Kušter Marić M, Ožbolt J, Balabanić G, Zhychkovska O, Gambarelli S. Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts. Frontiers in Built Environment [Internet]. 2020 [cited 2024 September 10];6:1-19. doi: 10.3389/fbuil.2020.561897

M. Kušter Marić, J. Ožbolt, G. Balabanić, O. Zhychkovska and S. Gambarelli, "Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts", Frontiers in Built Environment, vol. 6, pp. 1-19, 2020. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:839462. [Accessed: 10 September 2024]

Metadata
Title (english)Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts
AuthorMarija Kušter Marić
AuthorJoško Ožbolt
MBZ: 89560
AuthorGojko Balabanić
AuthorOlesya Zhychkovska
AuthorSerena Gambarelli
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Although many models for service life predictions have been developed, their application to existing bridges is still not at a satisfactory level. The here presented coupled three-dimensional chemo-hygro-thermo- mechanical (CHTM) model can realistically simulate both corrosion phases: initiation and propagation. The focus of this research is the transport processes in cracked and uncracked concrete before reinforcement depassivation. Realistic environmental conditions with the surface water and chloride contents variable in time are simulated based on the meteorological data for a mountain region in Croatia where case studies bridges are located. Application of the large quantities of de-icing salts in combination with the poorly designed and executed details resulted in a high chloride content in concrete of the superstructure of both bridges: at the reinforcement level, chloride content in cracked concrete elements exceeds the threshold value up to 10 times. Numerical results match well with the chloride content measured on the bridges after 11 and 14 years of service. Accounting for the realistic environmental conditions (wetting–drying cycles, application of de-icing salts only in the winter season, etc.) in the numerical simulations results in the continuous transport processes in concrete and higher chloride content in deeper concrete layers as opposed to the finite element models with the constant boundary conditions.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleFrontiers in Built Environment
Numberingvol. 6, pp. 1-19, 567897
p-ISSN2297-3362
DOIhttps://doi.org/10.3389/fbuil.2020.561897
URN:NBNurn:nbn:hr:237:839462
Publication2020
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 10:58:13