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Pregled bibliografske jedinice broj: 856793

Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars


Ožbolt, Joško; Oršanić, Filip; Balabanić, Gojko
Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars // Materials and corrosion, 67 (2016), 5; 542-552 (međunarodna recenzija, članak, znanstveni)


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Naslov
Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars

Autori
Ožbolt, Joško ; Oršanić, Filip ; Balabanić, Gojko

Izvornik
Materials and corrosion (0947-5117) 67 (2016), 5; 542-552

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

Ključne riječi
chemo-hygro-thermo-mechanical model ; corrosion-induced damage ; finite elements ; microplane model ; reinforced concrete

Sažetak
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. Recently a coupled 3D chemo-hygro-thermo-mechanical (CHTM) model for modeling of processes related to the chloride induced corrosion of steel reinforcement in concrete was developed. The model is briefly discussed and subsequently employed in the 3D finite element analysis of reinforced concrete (RC) beams exposed to aggressive environmental conditions, which were recently tested by Dong et al. In the analysis, the corrosion-induced damage is simulated by accounting for the interaction between several rebars. Moreover, the influence of the stirrups is also investigated. The numerical results are compared with experimental results and it is demonstrated that the numerical model realistically replicates corrosion-induced damage of concrete. The same as in experimental tests, the beams without stirrups exhibits severe damage due to spalling of concrete cover and the presence of stirrups reduces the corrosion- induced damage.

Izvorni jezik
Engleski

Znanstvena područja
Temeljne tehničke znanosti



POVEZANOST RADA


Ustanove:
Građevinski fakultet, Rijeka

Profili:

Avatar Url Gojko Balabanić (autor)

Avatar Url Filip Oršanić (autor)

Avatar Url Joško Ožbolt (autor)


Citiraj ovu publikaciju:

Ožbolt, Joško; Oršanić, Filip; Balabanić, Gojko
Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars // Materials and corrosion, 67 (2016), 5; 542-552 (međunarodna recenzija, članak, znanstveni)
Ožbolt, J., Oršanić, F. & Balabanić, G. (2016) Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars. Materials and corrosion, 67 (5), 542-552.
@article{article, author = {O\v{z}bolt, Jo\v{s}ko and Or\v{s}ani\'{c}, Filip and Balabani\'{c}, Gojko}, year = {2016}, pages = {542-552}, keywords = {chemo-hygro-thermo-mechanical model, corrosion-induced damage, finite elements, microplane model, reinforced concrete}, journal = {Materials and corrosion}, volume = {67}, number = {5}, issn = {0947-5117}, title = {Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars}, keyword = {chemo-hygro-thermo-mechanical model, corrosion-induced damage, finite elements, microplane model, reinforced concrete} }
@article{article, author = {O\v{z}bolt, Jo\v{s}ko and Or\v{s}ani\'{c}, Filip and Balabani\'{c}, Gojko}, year = {2016}, pages = {542-552}, keywords = {chemo-hygro-thermo-mechanical model, corrosion-induced damage, finite elements, microplane model, reinforced concrete}, journal = {Materials and corrosion}, volume = {67}, number = {5}, issn = {0947-5117}, title = {Modeling corrosion-induced damage of reinforced concrete elements with multiple-arranged reinforcement bars}, keyword = {chemo-hygro-thermo-mechanical model, corrosion-induced damage, finite elements, microplane model, reinforced concrete} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI





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