| Yazarlar (8) |
Mahmut Kilic
|
Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye |
|
Oguzhan Akarsu
|
Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye |
|
Oguzhan Celebi
|
|
Gokhan Kaplan
|
|
Ali Oz
|
|
Abdulkadir Cuneyt Aydin
|
| Özet |
| It is important to RC concrete structures with environmentally friendly and sustainable materials in order to both reduce environmental pollution caused by waste and increase structural performance. Geopolymer concrete (GC) has recently become the focus of researchers as an alternative to Portland cement, which has high-carbon emissions. However, there is a gap in the literature in the use of GC technology, especially in the strengthening of RC beams. The aim of this study is to use of 50 mm thick GC layer, an innovative and sustainable concrete type, in the strengthening of damaged RC beams. For this purpose, the shear performance of damaged RC beams repaired using 50 mm thick layers produced with one glass FRP and four different GC components (GC, glass fiber GC, hybrid fiber GC and carbon mesh reinforced GC) and five different strengthening configurations (at the bottom, bottom and top, U … |
| Anahtar Kelimeler |
| Geopolymer layers | Shear performance | Strengthening | Strengthening configurations |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | ENGINEERING FAILURE ANALYSIS |
| Dergi ISSN | 1350-6307 Wos Dergi Scopus Dergi |
| Dergi Grubu | Q1 |
| Makale Dili | İngilizce |
| Basım Tarihi | 03-2026 |
| Cilt No | 185 |
| DOI Numarası | 10.1016/j.engfailanal.2025.110419 |
| Atıf Sayıları |
