In-plane bending moment resistance of t-shaped one-sided two-gusset-plate furniture joints ın oriented strandboard
Yazarlar (4)
Prof. Dr. Samet Demirel Karadeniz Teknik Üniversitesi, Türkiye
Xiaohong Yu
Zhejiang Agriculture And Forestry University, Çin
Zhejiang Agriculture And Forestry University, Çin
Prof. Dr. Önder TOR Kastamonu Üniversitesi, Türkiye
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) | ||
| Dergi Adı | Wood and Fiber Science | ||
| Dergi ISSN | 0735-6161 Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 09-2016 |
| Cilt / Sayı / Sayfa | 48 / 3 / 202–210 | DOI | – |
| Makale Linki | https://wfs.swst.org/index.php/wfs/article/view/2389 | ||
| Özet |
| This study investigated the in-plane bending moment resistance of a T-shaped joint connected with two gusset plates stapled on one side of joint members in three oriented strandboard (OSB) materials. Experimental results indicated that in-plane moment resistance loads of T-shaped, one-sided, two-gusset-plate joints at ultimate point on average were about 1.9 times their corresponding moment loads at proportional limit. The proposed mechanical model was verified experimentally as a valid means for deriving estimation equations of in-plane bending moment resistance loads of T-shaped, one-sided, two-gusset-plate joints in OSB materials used in the study. Experimental results and derived equations of in-plane bending moment resistance loads indicated that a T-shaped, one-sided, two-gusset-plate joint in OSB materials will always have a higher in-plane bending moment resistance load than an L-shaped one if the rail width in a L-shaped joint is the same as the stump width in a T-shaped joint. The difference in magnitude is affected by the critical joint member width and distance from the point at the stump where the external in-plane moment load is applied to the rail top edge. |
| Anahtar Kelimeler |
| Gusset-plate joints | In-plane bending moment resistance | Joint mechanical model | Oriented strandboard | Staple-connected joints | T-shaped joints |
