Static lateral load capacity of extruded wood-plastic composite-to-metal single-bolt connections, considering failure at the ends
Yazarlar (6)
Chen Chen
Nanjing Forestry University, Çin
Nanjing Forestry University, Çin
Fuchun Kuang
Qingdao University Of Technology, Çin
Qingdao University Of Technology, Çin
Prof. Dr. Önder TOR Kastamonu Üniversitesi, Türkiye
Franklin Quin College Of Forest Resources, Amerika Birleşik Devletleri
Zhengwei Xiong
College Of Forest Resources, Amerika Birleşik Devletleri
College Of Forest Resources, Amerika Birleşik Devletleri
Jilei Zhang
College Of Forest Resources, Amerika Birleşik Devletleri
College Of Forest Resources, Amerika Birleşik Devletleri
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
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| Dergi Adı | Bioresources (Q1) | ||
| Dergi ISSN | 1930-2126 Dergi Bilgileri (2019) | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 09-2019 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 26-09-2019 |
| Cilt / Sayı / Sayfa | 14 / 4 / 8987–9000 | DOI | 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/ | ||
| UAK Araştırma Alanları |
Odun Mekaniği ve Teknolojisi
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| Özet |
| The effect of the end distance was studied relative to the static ultimate lateral load capacity of a single-shear unconstrained wood-plasticcomposite-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 (ie, 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 |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 3 |
| Scopus | 3 |
| Google Scholar | 4 |