Experimental and Analytical Investigation of Moment-Carrying Capacities of Reinforced Concrete Frame Systems Corroded by Accelerated Corrosion Method

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dc.contributor.authorTuran, Ahmet İhsan
dc.contributor.authorAyaz, Yaşar
dc.contributor.authorYalçıner, Hakan
dc.contributor.authorKumbasaroğlu, Atila
dc.contributor.authorÇelik, Alper
dc.date.accessioned2024-08-04T19:51:36Z
dc.date.available2024-08-04T19:51:36Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description.abstractTechnical investigations carried out after the devastating earthquakes in Turkey in the last 25 years show that one of the main causes of damage to reinforced concrete structures is reinforcement bar corrosion. The deterioration caused by reinforcement corrosion in reinforced concrete elements reduces the parameters that define the performance level of the structure, such as ductility, stiffness, bond-slip relationship, load carrying capacity, and energy absorption capacity. Therefore, determining the specified performance levels of reinforced concrete structures exposed to corrosion before any seismic activity occurs is of great importance in preventing loss of life and property. Cross-section behavior in reinforced concrete structures represents the load-bearing element behavior In order to accurately determine the section behavior, the Moment-Curvature relationship must be defined. In this study, the structural behavior of reinforced concrete frames exposed to corrosion was examined experimentally and analytically. For this purpose, 4 of the 5 reinforced concrete frame specimens constructed were corroded at different ratios using the accelerated corrosion method. After the corrosion process was completed, in the experimental part of the study, all specimens were tested under the effect of a 20% constant axial load and reversal-cyclic loading. In the analytical study, as a result of the cross-sectional analyzes carried out by taking into account the material-mechanical properties changing with the effect of corrosion, it was determined that the calculated moment values were in high predicted with the experimentally measured moment values.en_US
dc.identifier.doi10.21597/jist.1405089
dc.identifier.endpage772en_US
dc.identifier.issn2146-0574
dc.identifier.issn2536-4618
dc.identifier.issue2en_US
dc.identifier.startpage755en_US
dc.identifier.trdizinid1240642en_US
dc.identifier.urihttps://doi.org/10.21597/jist.1405089
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/1240642
dc.identifier.urihttps://hdl.handle.net/11616/89076
dc.identifier.volume14en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofIğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleExperimental and Analytical Investigation of Moment-Carrying Capacities of Reinforced Concrete Frame Systems Corroded by Accelerated Corrosion Methoden_US
dc.typeArticleen_US

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