| Yazarlar (7) |
Dr. Öğr. Üyesi Muhammed GÜMÜŞ
Kafkas Üniversitesi, Türkiye |
Dr. Öğr. Üyesi Barış BAYRAK
Kafkas Üniversitesi, Türkiye |
Oğuzhan Çelebi
Atatürk Üniversitesi, Türkiye |
Dr. Öğr. Üyesi Haluk Görkem ALCAN
Kafkas Üniversitesi, Türkiye |
|
Gökhan Kaplan
Atatürk Üniversitesi, Türkiye |
|
Ali Öz
Atatürk Üniversitesi, Türkiye |
|
Abdulkadir Cüneyt Aydın
Atatürk Üniversitesi, Türkiye |
| Özet |
| It is well known that fiber additives provide concrete with significant ductility after the peak load depending on the fiber content. However, due to workability and balling effects, the maximum usage limit of steel fibers is about 3% by volume. To overcome these obstacles, a cement-based slurry is infiltrated into the vacancies between steel fibers, which is a special type of fiber-reinforced concrete named SIFCON. Although the flexural response of SIFCON has been studied well, fracture characteristics have not been dealt with in depth. In this work, three-point static tests were conducted on notched beams produced with SIFCON with steel fibers (i.e., 0, 2.5, and 5.0% by volume). Fracture formations from the beginning to the end of the experiment were traced with the digital image correlation method. Test results show that the crack mouth opening displacement (CMOD)-to-net vertical deflection ratio was constant for the … |
| Anahtar Kelimeler |
| SIFCON | Steel fiber | Flexural test | Digital image correlation | CMOD | Sectional analysis |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | Iranian Journal of Science and Technology - Transactions of Civil Engineering |
| Dergi ISSN | 2364-1843 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Dergi Grubu | Q3 |
| Makale Dili | İngilizce |
| Basım Tarihi | 12-2023 |
| Cilt No | 47 |
| Sayı | 6 |
| Sayfalar | 3345 / 3356 |
| Doi Numarası | 10.1007/s40996-023-01123-9 |
| Makale Linki | http://dx.doi.org/10.1007/s40996-023-01123-9 |
| Atıf Sayıları | |
| Google Scholar | 1 |
