Modeling aspects concerning the axial behavior of RC columns
5th International Conference on Computational Methods and Experiments in Materials Characterisation, MC11, Malta, 13 - 15 Temmuz 2011, cilt.72, ss.175-183, (Tam Metin Bildiri)
- Yayın Türü: Bildiri / Tam Metin Bildiri
- Cilt numarası: 72
- Doi Numarası: 10.2495/mc110161
- Basıldığı Ülke: Malta
- Sayfa Sayıları: ss.175-183
- Anahtar Kelimeler: Concentric loading, Confinement, Reinforced concrete columns, Stress-strain relations
- Açık Arşiv Koleksiyonu: AVESİS Açık Erişim Koleksiyonu
- Çanakkale Onsekiz Mart Üniversitesi Adresli: Evet
Özet
This paper is concerned with the axial behavior of the RC columns. Stress-strain relationships of experimentally tested RC columns under concentric loading are compared with the predictions of the Koksal model. Moment-curvature analyses of RC sections are also performed employing the same model in a self-developed moment-curvature program for confined concrete. Results are compared with the output of EXTRACT which uses the Mander concrete model. © 2011 WIT Press.