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Pregled bibliografske jedinice broj: 1085925

Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts


Kušter Marić, Marija; Ožbolt, Joško; Balabanić, Gojko; Zhychkovska, Olesya; Gambarelli, Serena
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), 561897, 19 doi:10.3389/fbuil.2020.561897 (međunarodna recenzija, članak, znanstveni)


CROSBI ID: 1085925 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts

Autori
Kušter Marić, Marija ; Ožbolt, Joško ; Balabanić, Gojko ; Zhychkovska, Olesya ; Gambarelli, Serena

Izvornik
Frontiers in built environment (2297-3362) 6 (2020); 561897, 19

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
concrete bridge, de-icing salts, on-site measurements, numerical simulation, crack, wetting–drying cycles, finite element

Sažetak
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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Ustanove:
Građevinski fakultet, Rijeka

Poveznice na cjeloviti tekst rada:

Pristup cjelovitom tekstu rada doi www.frontiersin.org

Citiraj ovu publikaciju:

Kušter Marić, Marija; Ožbolt, Joško; Balabanić, Gojko; Zhychkovska, Olesya; Gambarelli, Serena
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), 561897, 19 doi:10.3389/fbuil.2020.561897 (međunarodna recenzija, članak, znanstveni)
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, 561897, 19 doi:10.3389/fbuil.2020.561897.
@article{article, author = {Ku\v{s}ter Mari\'{c}, Marija and O\v{z}bolt, Jo\v{s}ko and Balabani\'{c}, Gojko and Zhychkovska, Olesya and Gambarelli, Serena}, year = {2020}, pages = {19}, DOI = {10.3389/fbuil.2020.561897}, chapter = {561897}, keywords = {concrete bridge, de-icing salts, on-site measurements, numerical simulation, crack, wetting–drying cycles, finite element}, journal = {Frontiers in built environment}, doi = {10.3389/fbuil.2020.561897}, volume = {6}, issn = {2297-3362}, title = {Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts}, keyword = {concrete bridge, de-icing salts, on-site measurements, numerical simulation, crack, wetting–drying cycles, finite element}, chapternumber = {561897} }
@article{article, author = {Ku\v{s}ter Mari\'{c}, Marija and O\v{z}bolt, Jo\v{s}ko and Balabani\'{c}, Gojko and Zhychkovska, Olesya and Gambarelli, Serena}, year = {2020}, pages = {19}, DOI = {10.3389/fbuil.2020.561897}, chapter = {561897}, keywords = {concrete bridge, de-icing salts, on-site measurements, numerical simulation, crack, wetting–drying cycles, finite element}, journal = {Frontiers in built environment}, doi = {10.3389/fbuil.2020.561897}, volume = {6}, issn = {2297-3362}, title = {Chloride Transport in Cracked Concrete Subjected to Wetting – Drying Cycles: Numerical Simulations and Measurements on Bridges Exposed to De-Icing Salts}, keyword = {concrete bridge, de-icing salts, on-site measurements, numerical simulation, crack, wetting–drying cycles, finite element}, chapternumber = {561897} }

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • Emerging Sources Citation Index (ESCI)
  • Scopus


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