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Fatigue bending resistance of metal-plated joints constructed of oriented strandboard for upholstered furniture frames
Faculty of Forestry, University of Toronto.ORCID iD: 0000-0001-5872-2792
FPInnovations–Forintek Division, Québec City.
Department of Wood and Forest Sciences, Laval University, Québec City.
Forintek Canada Corporation, Vancouver, B.C..
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2007 (English)In: Forest products journal, ISSN 0015-7473, Vol. 57, no 11, 59-63 p.Article in journal (Refereed) Published
Abstract [en]

This study evaluated the fatigue performance of T-shaped, end-to-side, metal-plated joints made of 18-mm (23/32-in) structural oriented strandboard (OSB) to obtain the static-to- fatigue moment capacity ratios. A total of 80 joints with metal plates of different configurations were subjected to one-side cyclic stepped bending loads. Test results showed that assem- blies with OSB metal-plates would fail within 25,000 cycles when a stepped load level exceeded 63 percent of their static moment capacity. The passing static-to-fatigue ratios aver- aged 2.5 with a COV of 22 percent. In all metal-plated joints, the dominating failure mode was metal-plate yield; the rest was shear-out of OSB.

Place, publisher, year, edition, pages
2007. Vol. 57, no 11, 59-63 p.
National Category
Other Mechanical Engineering
Research subject
Wood Products Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-14719Local ID: e23257ed-337a-421f-836c-3cb3fb3a9fa4OAI: oai:DiVA.org:ltu-14719DiVA: diva2:987692
Note
Upprättat; 2007; 20141114 (aliwan)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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Wang, Xiaodong (Alice)
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