The behavior of cold‐formed steel geopolimeric composites
Yazarlar (7)
Mahmut Kılıç Türkiye
Dr. Öğr. Üyesi Haluk Görkem ALCAN Kafkas Üniversitesi, Türkiye
Oğuzhan Çelebi Atatürk Üniversitesi, Türkiye
Dr. Öğr. Üyesi Barış BAYRAK Kafkas Üniversitesi, Türkiye
Gökhan Kaplan Atatürk Üniversitesi, Türkiye
Abdulkadir Cüneyt Aydın Atatürk Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | STRUCTURAL CONCRETE (Q2) | ||
| Dergi ISSN | 1464-4177 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 12-2023 |
| Cilt / Sayı / Sayfa | 24 / 6 / 7355–7377 | DOI | 10.1002/suco.202200836 |
| Makale Linki | http://dx.doi.org/10.1002/suco.202200836 | ||
| Özet |
| Geopolymer concrete‐filled cold formed steel composite beams can exhibit high durability and adequate strength. The geopolymer concrete is used to manufacture the cold‐formed steel tubular composite beam due to the significant advantages, such as greater in strength resisting capacity, higher‐energy dissipation capacity, and more stiffness than the regular one. This paper reports an experimental investigation on the behavior of rectangular geopolymer concrete‐filled cold‐formed steel composite beams. In order to investigate the mechanical behavior (such as flexural, shear, and torsion) of geopolymer concrete‐filled cold‐formed steel tubular composite beams (GCFTBs), 48 beam samples were tested. The 16‐GCFTBs and another 16‐GCFTBs were tested under flexural and overhanging, respectively, which the 16‐GCFTBs were tested under pure torsion. The relationships for load–displacement, torsional … |
| Anahtar Kelimeler |
| flexural behavior | geopolymer concrete-filled | shear behavior | torsion | tubular composite beam |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 2 |
| Google Scholar | 3 |