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Static lateral load capacity of extruded wood-plastic composite-to-metal single-bolt connections, considering failure at the ends       
Yazarlar
Chen Chen
Funcun Kuang
Doç. Dr. Önder TOR Doç. Dr. Önder TOR
Kastamonu Üniversitesi, Türkiye
Franklin Quin
Zhengwei Xiong
Jilei Zhang
Özet
The effect of the end distance was studied relative to the static ultimate lateral load capacity of a single-shear unconstrained wood-plastic-composite-to-metal single-bolt connection (SUWSC). Equations estimated the static ultimate lateral loads of the SUWSCs that failed during the end tear-out, splitting, and yield modes and were obtained using stress concentration factor regression- and mechanics-based approaches. The experimental results showed that the stress concentration factor was a linear function of the end-distance to bolt-diameter ratio for the SUWSCs that failed during end tear-out and splitting modes. The static ultimate lateral loads of the SUWSCs that failed during the yield modes were estimated using a mechanics-based equation. The minimum end distance for the SUWSCs that failed without end fracture (i.e., only with yield mode) was 25.4 mm, which was four times larger than the bolt diameter.
Anahtar Kelimeler
End tear-out | Shear strength | Single-shear bolted connections | Splitting | Stress concentration factor | Tensile strength | Wood-plastic composites
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayımlanan tam makale
Dergi Adı BIORESOURCES
Dergi ISSN 1930-2126
Dergi Tarandığı Indeksler SCI-Expanded
Dergi Grubu Q2
Makale Dili İngilizce
Basım Tarihi 11-2019
Cilt No 14
Sayı 4
Sayfalar 8987 / 9000
Doi Numarası 10.15376/biores.14.4.8987-9000
Makale Linki https://bioresources.cnr.ncsu.edu/resources/static-lateral-load-capacity-of-extruded-wood-plastic-composite-to-metal-single-bolt-connections-considering-failure-at-the-ends/