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• W2265062810 abstract "Iranian Journal of Polymer Science and Technology Vol. 24, No. 3, 171-179 August-September 2011 ISSN: 1016-3255 bolted timber joints, composite, epoxy resin, reinforced connection, tensile strength Failure in timber structures occurs mainly in crucial points such as joints areas. Therefore, the idea of using composite sheets in timber joints has been introduced as a method in order to increase the strength and ductility behaviour of timber joints. This research aims to study the behaviour of bolted joints in poplar and pine woods, which are reinforced by two types of GFRP sheets. A single shear bolted joint consisted of 3 timber members whose length and width were 30 cm in length and 5 cm in width. The thickness of each member was 4 cm for internal part and 2 cm for external part. The employed steel bolt was 10 cm in length and 1 cm in diameter. In this respect, one layer of GFRP sheet was used to be bonded to timber members by using epoxy resin and left between the clamps for 24 hours. They were then kept at room temperature for three weeks. Also the effect of adding a wood veneer on the reinforced joints was investigated. The tensile strength of the reinforced and control samples (un-reinforced joints) was measured according to ASTM D5652-92 standard. The results show that the reinforced samples have higher tensile strength compared to that of reinforced joints, although it is not statistically significant. Also, two types of sheets influence the joint behaviour as the reinforced joints display more ductility behaviour. (*)To whom correspondence should be addressed. Eـmail: mmadhoushi@hotmail.com Reinforcement of Bolted Timber Joints Using GFRP Sheets in Poplar and Pine Woods Mehrab Madhoushi1*, Sahar Sadatzadeh1, and Ghanbar Ebrahimi2 1. Department of Wood Engineering and Technology, Gorgan University of Agricultural Sciences and Natural Resources, Postal Code: 49138-15739, Gorgan, Iran 2. Department of Wood and Paper Science and Technology, Faculty of Natural Resources, University of Tehran, P.O. Box: 31585-4314, Karaj, Iran Received 30 September 2010, accepted 7 September 2011" @default.
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• W2265062810 date "2011-01-01" @default.
• W2265062810 modified "2023-09-27" @default.
• W2265062810 title "REINFORCEMENT OF BOLTED TIMBER JOINTS USING GFRP SHEETS IN POPLAR AND PINE WOODS" @default.
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