Experimental study of bond behavior of geopolymer concrete under different curing condition using a pull-out test
Yazarlar (7)
Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye
Oğuzhan Akarsu
Mahmut Kılıç
Atatürk Üniversitesi, Türkiye
Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye
Oğuzhan Çelebi
Atatürk 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 | CONSTRUCTION AND BUILDING MATERIALS (Q1) | ||
| Dergi ISSN | 0950-0618 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 08-2024 |
| Cilt / Sayı / Sayfa | 439 / 0 / – | DOI | 10.1016/j.conbuildmat.2024.137357 |
| Makale Linki | http://dx.doi.org/10.1016/j.conbuildmat.2024.137357 | ||
| Özet |
| Researchers recently have focused on geopolymer concrete as it has several advantages compared to traditional Portland cement, such as lower carbon footprint, high early strength, chemical resistance and long-lasting structural performance. This paper designed 192 pull-out specimens to investigate the influence of factors on the bond-slip behavior between geopolymer and steel bar such as curing condition (ambient and 80 °C for 7 hours), longitudinal rib angle, the position of longitudinal bar, bar diameter (12 mm and 24 mm), stirrup usage (with and without stirrup) and bond length (2d and 4d). The maximum bond strength, bond failure modes, and bond stress-slip relations were discussed. The test results showed that the longitudinal rib angle, and the position of rebar play a vital role in determining the bond strength as well as the bar diameter. In comparison with the specimens without the stirrup, the bond … |
| Anahtar Kelimeler |
| Bond performance | Curing condition | Geopolymer | Longitudinal rib angle | Position of longitudinal bar | Stirrup usage |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| WoS | 7 |
| Google Scholar | 9 |