| Yazarlar |
Samet Demirel
Karadeniz Teknik Üniversitesi, Türkiye |
|
Xiaohong Yu
|
Doç. Dr. Önder TOR
Kastamonu Üniversitesi, Türkiye |
|
Jilei Zhang
|
| 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-gussetplate 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, twogusset- plate joints in OSB materials used in this 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 was affected by the critical joint member width and distance from the point on the stump at which the external in-plane moment load was 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 |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayımlanan tam makale |
| Dergi Adı | WOOD AND FIBER SCIENCE |
| Dergi ISSN | 0735-6161 |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 07-2016 |
| Cilt No | 48 |
| Sayı | 3 |
| Sayfalar | 202 / 210 |
| Makale Linki | https://wfs.swst.org/index.php/wfs/article/view/2389 |
