BETONARME KİRİŞLERİN ÇELİK LEVHALARLA KESMEYE KARŞI GÜÇLENDİRİLMESİ

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10.28948-ngumuh.239364-207830.pdf

Date

2016-7-11

Author

Tekeli, Hamide
Esen, Barış
Övey, Halil Melih
Arapoğlu, Mehmet
Pınarlık, Murat
Turgut, Ramazan

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Flexural failure is a ductility failure. It includes the ability to sustain large deformations, and a capacity to absorb energy. Shear failure is a brittle failure. For obvious reasons, brittle failure must be avoided. In this study, it is aimed retrofitting of shear deficient reinforced concrete beams by bonding of steel plates in three different ways. Failure modes, ductility and absorbed energy were examined for retrofitted beam specimens.

Subject Keywords

Çelik levha, Güçlendirme, Kesme kırılması, Kiriş, Steel plate, Retrofitting, Shear cracking, Beam

URI

https://dergipark.org.tr/tr/pub/ngumuh/issue/22339/239364
https://hdl.handle.net/11511/115053

Journal

Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi

DOI

https://doi.org/10.28948/ngumuh.239364

Collections

Department of Civil Engineering, Article

Citation Formats

H. Tekeli, B. Esen, H. M. Övey, M. Arapoğlu, M. Pınarlık, and R. Turgut, “BETONARME KİRİŞLERİN ÇELİK LEVHALARLA KESMEYE KARŞI GÜÇLENDİRİLMESİ,” Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, vol. 4, no. 1, pp. 13–20, 2016, Accessed: 00, 2025. [Online]. Available: https://dergipark.org.tr/tr/pub/ngumuh/issue/22339/239364.