Evaluation of the Oriented Strand Board Properties Produced Using Tropical Wood Mixtures

Author:

Aguiar Diego Lima1ORCID,Júnior Geraldo Bortoletto2,Jankowsky Ivaldo Pontes2,Candaten Luana2,Cavalcante Annie Karoline de Lima3ORCID,Klingenberg Debora2,de Souza Elias Costa2ORCID,Surdi Paula4ORCID,Moutinho Victor Hugo Pereira5ORCID

Affiliation:

1. Postgraduate Program in Society, Nature and Development, Federal University of Western Pará (UFOPA), Santarém 68035-110, Brazil

2. Forest Sciences Department, Luiz de Queiroz College of Agriculture, University of São Paulo (USP), Piracicaba 13418-900, Brazil

3. Department of Forest Engineering, Faculty of Technology, University of Brasília (UnB), Brasília 70910-900, Brazil

4. Department of Forest Engineering, Federal University of Viçosa (UFV), Viçosa 36570-900, Brazil

5. Laboratory of Timber Technology, Forest and Biodiversity Institute, Federal University of Western Pará (UFOPA), Santarém 68035-110, Brazil

Abstract

The objective of this study was to evaluate the composition of OSB panels created using the Amazonian species Caryocar villosum Aubl., Erisma uncinatum Warm., and Hymenolobium excelsum Ducke. The OSB was produced using a phenol–formaldehyde adhesive at a ratio of 30:40:30 for each layer. Different mixtures of Amazonian wood and Pinus caribaea var. caribaea. were tested. Physical (water absorption and thickness swelling after 2 and 24 h of immersion in water and non-return rate in thickness) and mechanical (internal bond and parallel and perpendicular static bending) tests were performed. The OSB panels composed of wood mixtures absorbed less water after 2 and 24 h of immersion when compared to the OSB produced using pine wood. After 24 h of immersion in water, the T3 panel (40% Pinus caribaea + 40% Hymenolobium excelsum + 20% Caryocar villosum) presented the lowest absorption value. In terms of swelling in thickness at 2 h and 24 h, the panel composed of 100% pine strands showed the highest swelling value, while the T3 treatment exhibited the lowest swelling value at 2 and 24 h, as well as for the rate of non-return in thickness. Regarding mechanical properties, we observed that all panels exhibited similar resistance for both parallel and perpendicular Modulus of Rupture, as well as parallel and perpendicular Modulus of Elasticity, except for the internal bond, where T3 demonstrated the highest resistance. Additionally, some OSB panels met the requirements of the EN 300 standard for OSB panels.

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Federal University of Western Pará

Publisher

MDPI AG

Subject

Forestry

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