Moment capacity of oriented strandboard gusset-plate joints for upholstered furniture: Part 2: Fatigue loadReportar como inadecuado




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Department of Wood and Forest Sciences, Laval University, Québec City.ORCID iD: 0000-0001-5872-2792Salenikovich, Alexander Department of Wood and Forest Sciences, Laval University, Québec City.Mohammad, Mohammad FPInnovations– Forintek Division, Ste-Foy, Québec.Zhang, Jilei Forest Products Laboratory, Mississippi State University, Mississippi State. 2007 (English)In: Forest products journal, ISSN 0015-7473, Vol. 57, no 7/8, 46-50 p.Article in journal (Refereed) Published

Abstract [en] : In order to obtain the ratios of static-to-fatigue moment capacity, the fatigue performance of T-shaped, end-to-side gusset- plate joints made of oriented strandboard (OSB) was investigated. A total of 108 stapled and glued-stapled joints with gusset- plates of different lengths (6, 8, and 10 in) were subjected to one-side cyclic stepped bending loads. Test results showed that assemblies with OSB gusset-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 ratio averaged 2.1 with the COV of 12 percent. In the stapled joints, the higher ratios were associated with the staple withdrawal as dominating failure mode. In the glued-stapled joints, lower ratios were associated with in-plane shear and the higher ratios with the rupture of the OSB panels.

Place, publisher, year, edition, pages: 2007. Vol. 57, no 7/8, 46-50 p.

Research subject: Wood Products Engineering

Identifiers: URN: urn:nbn:se:ltu:diva-10833Local ID: 9b5bcd03-cac8-46f1-9ef1-640944c8748bOAI: oai:DiVA.org:ltu-10833DiVA: diva2:983781

Note: Upprättat; 2007; 20141114 (aliwan)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-01-19Bibliographically approved



Autor: Wang, Xiaodong Alice

Fuente: http://ltu.diva-portal.org/







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