Investigation of Linear and Nonlinear Behaviour of Reinforced Concrete Column Exposed to Corrosion Effect for Different Damage Limit Levels

Halit Erdem Çolakoğlu; Muhammed Öztemel

Makale detayları

Investigation of Linear and Nonlinear Behaviour of Reinforced Concrete Column Exposed to Corrosion Effect for Different Damage Limit Levels

Yazarlar:

Halit Erdem Çolakoğlu | Muhammed Öztemel

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.7 Issue 3, pp.409-422

Belge Tipi:

Makale

Yayın Tarihi:

5/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001315140

pISSN:

2619-8991

Anahtar kelimeler:

Özet:

 The high performance of reinforced concrete structural elements under the effects of lateral loads such as earthquakes is of great importance in terms of minimizing the loss of life and property that may occur due to earthquakes. One of the parameters affecting the earthquake behavior of a reinforced concrete structure is the corrosion effect. The aim of this study is to investigate the behavior of reinforced concrete columns exposed to different corrosion levels for different durations within the damage limits. In this direction, it is aimed to perform linear and nonlinear analysis of reinforced concrete columns in 5 different corrosion scenarios. In the study, nonlinear analyzes of the column were made using ANSYS software, the data obtained were determined for different damage limit levels and compared with the section analysis. Because of the study, moment-curvature relations, lateral load-horizontal displacement relations, bending ductility and plastic rotation capacity of the reinforced concrete column were determined for each corrosion scenario.

 The high performance of reinforced concrete structural elements under the effects of lateral loads such as earthquakes is of great importance in terms of minimizing the loss of life and property that may occur due to earthquakes. One of the parameters affecting the earthquake behavior of a reinforced concrete structure is the corrosion effect. The aim of this study is to investigate the behavior of reinforced concrete columns exposed to different corrosion levels for different durations within the damage limits. In this direction, it is aimed to perform linear and nonlinear analysis of reinforced concrete columns in 5 different corrosion scenarios. In the study, nonlinear analyzes of the column were made using ANSYS software, the data obtained were determined for different damage limit levels and compared with the section analysis. Because of the study, moment-curvature relations, lateral load-horizontal displacement relations, bending ductility and plastic rotation capacity of the reinforced concrete column were determined for each corrosion scenario.

 The high performance of reinforced concrete structural elements under the effects of lateral loads such as earthquakes is of great importance in terms of minimizing the loss of life and property that may occur due to earthquakes. One of the parameters affecting the earthquake behavior of a reinforced concrete structure is the corrosion effect. The aim of this study is to investigate the behavior of reinforced concrete columns exposed to different corrosion levels for different durations within the damage limits. In this direction, it is aimed to perform linear and nonlinear analysis of reinforced concrete columns in 5 different corrosion scenarios. In the study, nonlinear analyzes of the column were made using ANSYS software, the data obtained were determined for different damage limit levels and compared with the section analysis. Because of the study, moment-curvature relations, lateral load-horizontal displacement relations, bending ductility and plastic rotation capacity of the reinforced concrete column were determined for each corrosion scenario.

 The high performance of reinforced concrete structural elements under the effects of lateral loads such as earthquakes is of great importance in terms of minimizing the loss of life and property that may occur due to earthquakes. One of the parameters affecting the earthquake behavior of a reinforced concrete structure is the corrosion effect. The aim of this study is to investigate the behavior of reinforced concrete columns exposed to different corrosion levels for different durations within the damage limits. In this direction, it is aimed to perform linear and nonlinear analysis of reinforced concrete columns in 5 different corrosion scenarios. In the study, nonlinear analyzes of the column were made using ANSYS software, the data obtained were determined for different damage limit levels and compared with the section analysis. Because of the study, moment-curvature relations, lateral load-horizontal displacement relations, bending ductility and plastic rotation capacity of the reinforced concrete column were determined for each corrosion scenario.

Makale detayları

Investigation of Linear and Nonlinear Behaviour of Reinforced Concrete Column Exposed to Corrosion Effect for Different Damage Limit Levels

Yazarlar:

Halit Erdem Çolakoğlu | Muhammed Öztemel

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.7 Issue 3, pp.409-422

Belge Tipi:

Makale

Yayın Tarihi:

5/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001315140

pISSN:

2619-8991

Corrosion

Propagation velocity

Impact time

Plastic rotation

Flexural ductilityCorrosion

Propagation velocity

Impact time

Plastic rotation

Flexural ductility

Sayı

Makale detayları

Yazarlar: Halit Erdem Çolakoğlu | Muhammed Öztemel

Yayıncı: Karyay Karadeniz Yayımcılık

Ana Başlıklar: Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | İnşaat Yapım Mühendisliği

Dergi: Black Sea Journal of Engineering and Science Vol.7 Issue 3, pp.409-422

Belge Tipi: Makale

Yayın Tarihi: 5/2024

Belge Dili: İngilizce

Document ID (Org No.): 2001315140

pISSN: 2619-8991

Sayı

Yazarlar:

Halit Erdem Çolakoğlu | Muhammed Öztemel

Yayıncı:

Karyay Karadeniz Yayımcılık

Ana Başlıklar:

Deprem Mühendisliği | İnşaat Mühendisliğinde Sayısal Modelleme | İnşaat Yapım Mühendisliği

Dergi:

Black Sea Journal of Engineering and Science Vol.7 Issue 3, pp.409-422

Belge Tipi:

Makale

Yayın Tarihi:

5/2024

Belge Dili:

İngilizce

Document ID (Org No.):

2001315140

pISSN:

2619-8991