Performance of inclined self-tapping screw: Effect of the thin wood part in inclined screw connection on shear and withdrawal resistance

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dc.coverageAsia
dc.creatorKim, J.-Y., Lim, H., Pang, S.-J., et al.
dc.date2023-04-27T13:57:55Z
dc.date2023-04-27T13:57:55Z
dc.date2022
dc.date2023-02-24T08:17:02.0000000Z
dc.date.accessioned2026-06-27T22:05:47Z
dc.descriptionThe aim of this study was to investigate the effect of thin wood part on the load-carrying capacity of inclined self-tapping screw. Two components of load-carrying capacity (withdrawal and shear capacity) were tested to examine the effect of thin wood part. Combined load-carrying capacity of inclined screw loaded upward was also tested and compared with the prediction value from EN 1995-1-1. Screws were installed in Glued-laminated timber (GLT) and two different dimensions of screws (Ø8.0 × 100 mm, Ø6.5 × 65 mm) were selected. As a result, thin wood part affected relatively little on the withdrawal capacity, compared to the shear capacity. EN showed conservative result in combined load-carrying capacity, even though shear capacity of inclined screw declined due to thin wood part. Keywords: Climate change ID: 3622020
dc.format1p.
dc.formatapplication/pdf
dc.identifierhttps://openknowledge.fao.org/handle/20.500.14283/CC4437EN
dc.identifierhttp://www.fao.org/3/cc4437en/cc4437en.pdf
dc.identifier.urihttp://hdl.handle.net/123456789/242910
dc.languageEnglish
dc.publisherFAO ;
dc.rightsNon-FAO
dc.titlePerformance of inclined self-tapping screw: Effect of the thin wood part in inclined screw connection on shear and withdrawal resistance
dc.titleXV World Forestry Congress, 2-6 May 2022
dc.typeDocument

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