Investigation of impact behavior of glulam beam strengthened with CFRP
Yazarlar (5)
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Kastamonu Üniversitesi, Türkiye
Rahım Ghoroubı
Türkiye
Türkiye
Doç. Dr. Ömer Mercimek Ankara Üniversitesi, Türkiye
Prof. Dr. Özgür Anıl Gazi Üniversitesi, Türkiye
Recep Tuğrul Erdem Manisa Celâl Bayar Üniversitesi, Türkiye
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
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| Dergi Adı | Structures (Q2) | ||
| Dergi ISSN | 2352-0124 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 05-2023 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 01-05-2023 |
| Cilt / Sayı / Sayfa | 51 / 0 / 196–214 | DOI | 10.1016/j.istruc.2023.03.038 |
| Makale Linki | http://dx.doi.org/10.1016/j.istruc.2023.03.038 | ||
| Özet |
| This study’s objective is to examine the general behavior of glulam timber beams strengthened with CFRP (Carbon Fiber Reinforced Polymers) strips and ascertain the impacts of the applied strengthening technique on the performance of timber beams under the influence of rapid dynamic impact loading. In the study, the innovative strengthening method developed with CFRP strips was placed on the lower tensile surface of glulam timber beams and positioned as more than one layer between laminated beam parts. In addition, placing CFRP fan-type anchors on the endpoints of the strips to delay the debonding of CFRP strips from the surface is an innovative application examined in this study that contributes to the literature. The glulam timber beams that strengthened with the developed method and non-strengthened reference test specimens were tested with the free-weight drop test setup. The acceleration … |
| Anahtar Kelimeler |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Google Scholar | 20 |