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The tensile shear strength of outdoor type plywood produced from fir, alnus, pine and poplar wood   
Yazarlar
Mustafa Öncel
Kastamonu University, Turkey
Hasan Vurdu
Kastamonu University, Turkey
Hakan Aydoğan
Kastamonu University, Turkey
Osman Emre Özkan
Kastamonu University, Turkey
Alperen Kaymakci
Kastamonu University, Turkey
Özet
In this study, it is aimed to determine both the tensile-shear strengths of plywood that produced by using phenol formaldehyde resin from Uludağ fir (Abies nordmanniana subsp. bornmülleriana Mattf.), alder (Alnus glutinosa L.), scots pine (Pinus sylvestris L.) and Samsun poplar (77/51 Populus deltoides Bartr.) trees rotary cut veneers combinations of poplar-pine, poplar-fir, poplar-alder and poplar wood along with the effect of wood types on adhesion quality of glue. According to standards TS 3969 EN 314-1, and TS EN 314-2 adhesion class 3, the test specimens were prepared and tested for the adhesion quality. The obtained data were analyzed statistically by using SPSS 22 statistical program. As a result, the tensile-shear strength values of poplar, pine-poplar, fir- poplar and alder-poplar plywood types were found to be as averages 1.34 N.mm-2, 1.66 N.mm-2, 2.18 N.mm-2 and 2.46 N.mm-2 respectively. Also, it was found that there was no significant difference between the alder poplar and fir-poplar plywood types about tensile-shear strength. Since these all plywood combinations are satisfied the required 1 N.mm-2 strength value according to TS EN 314-2, all plywood types in this study are of suitable quality for outdoor uses.
Anahtar Kelimeler
Adhesion quality | Alnus | Fir | Pine | Poplar | Tensile-shear strength | Unprotected outdoor conditions plywood
Makale Türü Özgün Makale
Makale Alt Türü SCOPUS dergilerinde yayımlanan tam makale
Dergi Adı Wood Research
Dergi ISSN 1336-4561
Makale Dili İngilizce
Basım Tarihi 01-2019
Cilt No 64
Sayı 5
Sayfalar 913 / 920
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
SCOPUS 5
Google Scholar 9

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