Behavior of glulam timber beam strengthened with carbon fiber reinforced polymer strip for flexural loading
Yazarlar (5)
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Kastamonu Üniversitesi, Türkiye
Rahım Ghoroubı
Çankaya Üniversitesi, Türkiye
Doç. Dr. Ömer Mercimek Ankara Yıldırım Beyazıt 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)
Dergi Adı Journal of Reinforced Plastics and Composites (Q2)
Dergi ISSN 0731-6844 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Makale Dili Türkçe Basım Tarihi 09-2021
Kabul Tarihi – Yayınlanma Tarihi 09-04-2021
Cilt / Sayı / Sayfa 40 / 17 / 665–685 DOI 10.1177/0731684421997924
Makale Linki http://dx.doi.org/10.1177/0731684421997924
Özet
In the last 20 years, the use of wooden structures and their dimensions have gradually increased. The wood application has increased in different structures such as multistory buildings, sports, industrial facilities, road and railway bridges, power transmission lines, and towers. The widespread use and size of wood structures have increased the research on developing special types of wood products supported by composite materials. Laminated wood elements are the leading composite wood materials. Laminated wooden beams allow making much larger openings than standard solid wood structural elements. The development of the sizes and usage areas of wooden structures has increased the capacity of glulam structural elements and reveals the need to improve their performance. Carbon fiber reinforced polymers (CFRPs) are the most suitable options for increasing the bearing capacity values of glulam beams and improving general load–displacement behaviors. In this study, the use of CFRP strips in different layouts to increase glulam wooden beams and the application of CFRP fan-type anchors in the CFRP strip endpoints are the studied variables. Anchored and non-anchored glulam wooden beams reinforced with CFRP strips with different layouts were tested using a three-point bending test. The ultimate load capacity, initial stiffness, displacement ductility ratio, energy dissipation capacity, failure mechanisms, and general load–displacement behavior of wooden beam test specimens were obtained and interpreted as a result of the experiments.
Anahtar Kelimeler
carbon fiber reinforced polymer fan-type anchor | carbon fiber reinforced polymers | Glulam timber beam | strengthening
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Scopus 28
Google Scholar 34
Behavior of glulam timber beam strengthened with carbon fiber reinforced polymer strip for flexural loading

Paylaş

İletişim
  • Kastamonu Üniversitesi Rektörlüğü, Kuzeykent Kampüsü, Merkez/Kastamonu
  • unis@kastamonu.edu.tr 03662801000
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