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Prethodno priopćenje
https://doi.org/10.14256/JCE.2724.2019

Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing

Marija Kušter Marić
Ana Mandić Ivanković
Anđelko Vlašić
Jelena Bleiziffer
Mladen Srbić
Dominik Skokandić

Puni tekst: engleski, pdf (1 MB) str. 843-862 preuzimanja: 116* citiraj
APA 6th Edition
Kušter Marić, M., Mandić Ivanković, A., Vlašić, A., Bleiziffer, J., Srbić, M. i Skokandić, D. (2019). Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing. Građevinar, 71 (10.), 843-862. https://doi.org/10.14256/JCE.2724.2019
MLA 8th Edition
Kušter Marić, Marija, et al. "Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing." Građevinar, vol. 71, br. 10., 2019, str. 843-862. https://doi.org/10.14256/JCE.2724.2019. Citirano 09.07.2020.
Chicago 17th Edition
Kušter Marić, Marija, Ana Mandić Ivanković, Anđelko Vlašić, Jelena Bleiziffer, Mladen Srbić i Dominik Skokandić. "Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing." Građevinar 71, br. 10. (2019): 843-862. https://doi.org/10.14256/JCE.2724.2019
Harvard
Kušter Marić, M., et al. (2019). 'Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing', Građevinar, 71(10.), str. 843-862. https://doi.org/10.14256/JCE.2724.2019
Vancouver
Kušter Marić M, Mandić Ivanković A, Vlašić A, Bleiziffer J, Srbić M, Skokandić D. Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing. Građevinar [Internet]. 2019 [pristupljeno 09.07.2020.];71(10.):843-862. https://doi.org/10.14256/JCE.2724.2019
IEEE
M. Kušter Marić, A. Mandić Ivanković, A. Vlašić, J. Bleiziffer, M. Srbić i D. Skokandić, "Assessment of reinforcement corrosion and concrete damage on bridges using non-destructive testing", Građevinar, vol.71, br. 10., str. 843-862, 2019. [Online]. https://doi.org/10.14256/JCE.2724.2019
Puni tekst: hrvatski, pdf (1 MB) str. 843-862 preuzimanja: 82* citiraj
APA 6th Edition
Kušter Marić, M., Mandić Ivanković, A., Vlašić, A., Bleiziffer, J., Srbić, M. i Skokandić, D. (2019). Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja. Građevinar, 71 (10.), 843-862. https://doi.org/10.14256/JCE.2724.2019
MLA 8th Edition
Kušter Marić, Marija, et al. "Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja." Građevinar, vol. 71, br. 10., 2019, str. 843-862. https://doi.org/10.14256/JCE.2724.2019. Citirano 09.07.2020.
Chicago 17th Edition
Kušter Marić, Marija, Ana Mandić Ivanković, Anđelko Vlašić, Jelena Bleiziffer, Mladen Srbić i Dominik Skokandić. "Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja." Građevinar 71, br. 10. (2019): 843-862. https://doi.org/10.14256/JCE.2724.2019
Harvard
Kušter Marić, M., et al. (2019). 'Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja', Građevinar, 71(10.), str. 843-862. https://doi.org/10.14256/JCE.2724.2019
Vancouver
Kušter Marić M, Mandić Ivanković A, Vlašić A, Bleiziffer J, Srbić M, Skokandić D. Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja. Građevinar [Internet]. 2019 [pristupljeno 09.07.2020.];71(10.):843-862. https://doi.org/10.14256/JCE.2724.2019
IEEE
M. Kušter Marić, A. Mandić Ivanković, A. Vlašić, J. Bleiziffer, M. Srbić i D. Skokandić, "Ocjenjivanje korozije armature i oštećenja betona na mostovima primjenom nerazornih ispitivanja", Građevinar, vol.71, br. 10., str. 843-862, 2019. [Online]. https://doi.org/10.14256/JCE.2724.2019

Sažetak
Management of bridges in Croatia and their vulnerability to reinforcement corrosion is discussed in the paper. New maintenance approach, where visual inspections are combined with the non-destructive testing methods, is proposed and demonstrated on six representative bridges. Using this methodology, reinforcement corrosion on structural elements may be detected earlier and more precisely. Obtained results as well as correlations between different measured parameters are important input parameters for prediction of future degradation of structures and decision making for future maintenance activity.

Ključne riječi
crack geometry; concrete strength; concrete cover; electrical resistivity; half-cell potential

Hrčak ID: 226650

URI
https://hrcak.srce.hr/226650

[hrvatski]

Posjeta: 253 *