| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Structures (Q1) | ||
| Dergi ISSN | 2352-0124 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | Türkçe | Basım Tarihi | 08-2024 |
| Cilt / Sayı / Sayfa | 66 / 1 / – | DOI | 10.1016/j.istruc.2024.106853 |
| Makale Linki | http://dx.doi.org/10.1016/j.istruc.2024.106853 | ||
| Özet |
| Laminated wood beams have become a preferred solution compared to standard solid beams due to their ability to carry larger loads and in larger spans (greater distances). The increase in wood usage and the varieties of its applications have highlighted the necessity for the enhancement of the maximum load-carrying capacity and overall load-displacement behavior of laminated wood beams. Among the various strengthening options applied to increase the maximum load-carrying capacity and material performance, the most commonly preferred choice is strengthening with CFRP (Carbon Fiber Reinforced Polymer). Within the scope of this study, a total of 26 glulam wooden beam test specimens were produced. Variations were introduced in terms of the number of laminated layers, the distance between finger joint connection points, finger joint orientation, the use or lack of use of strenghthening, and distance … |
| Anahtar Kelimeler |
| CFRP | Finger joint | Glulam timber beam | Strengthening |
| Atıf Sayıları | |
| Scopus | 10 |
| Google Scholar | 13 |
| Dergi Adı | Structures |
| Yayıncı | Elsevier Ltd |
| Açık Erişim | Hayır |
| ISSN | 2352-0124 |
| E-ISSN | 2352-0124 |
| CiteScore | 6,5 |
| SJR | 1,085 |
| SNIP | 1,525 |