Flexural behavior of finger joint connected glulam wooden beams strengthened with CFRP strips
Yazarlar (6)
Doç. Dr. Ömer Mercimek Ankara Üniversitesi, Türkiye
Rahım Ghoroubı
College Of Engineering, İsrail
Sercan Tuna Akkaya Ankara Yildirim Beyazit University, Türkiye
Abdullah Türer Ankara Yildirim Beyazit University, Türkiye
Prof. Dr. Özgür Anıl Gazi Üniversitesi, Türkiye
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Kastamonu Üniversitesi, Türkiye
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
Science Direct
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Scopus 10
Google Scholar 13
Flexural behavior of finger joint connected glulam wooden beams strengthened with CFRP strips

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