| Yazarlar (4) |
Ahmet Emin Kurtoğlu
Türkiye |
Prof. Dr. Mahmut BİLGEHAN
Kastamonu Üniversitesi, Türkiye |
|
Mehmet Eren Gülşan
Türkiye |
|
Abdulkadir Çevik
Türkiye |
| Özet |
| This study aims at investigating the punching shear behavior of square RC interior slab–column connections reinforced with glass fiber reinforced polymer (GFRP) rebars. A total of eight specimens are tested under vertical shear until failure. Five of the specimens are reinforced with GFRP rebars and three specimens with conventional steel reinforcement for comparison. The investigated test parameters are flexural reinforcement type (GFRP or steel), column stub dimensions (100 mm × 100 mm or 150 mm × 150 mm), slab dimensions (900 mm × 900 mm or 1200 mm × 1200 mm), and slab thickness (100 mm or 120 mm). The slenderness effect is also taken into account by testing specimens with varying span lengths and thicknesses. The 3D nonlinear finite element method (FEM) is also implemented to validate the experimental findings. Additionally, the accuracy of existing design equations is … |
| Anahtar Kelimeler |
| reinforced concrete | flat slabs | fiber reinforced polymer | punching shear | finite element modeling | slenderness effect |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | STRUCTURAL ENGINEERING INTERNATIONAL |
| Dergi ISSN | 1016-8664 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Dergi Grubu | Q3 |
| Makale Dili | İngilizce |
| Basım Tarihi | 07-2023 |
| Cilt No | 33 |
| Sayı | 3 |
| Sayfalar | 379 / 388 |
| Doi Numarası | 10.1080/10168664.2022.2093689 |
| Makale Linki | https://www.tandfonline.com/doi/full/10.1080/10168664.2022.2093689 |
| Atıf Sayıları | |
| WoS | 7 |
| Google Scholar | 8 |
