<b>Evaluation of modulus of elasticity in static bending of particleboards manufactured with <i>Eucalyptus grandis</i> wood and oat hulls

Autores

  • Luciano Donizeti Varanda Universidade de São Paulo
  • André Luis Christoforo Universidade Federal de São Carlos
  • Diego Henrique de Almeida Universidade de São Paulo
  • Diogo Aparecido Lopes Silva Universidade de São Paulo
  • Túlio Hallak Panzera Universidade Federal de São João del Rei
  • Francisco Antonio Rocco Lahr Universidade de São Paulo

DOI:

https://doi.org/10.4025/actascitechnol.v36i3.21077

Palavras-chave:

particleboards, least squares method, recovery of waste, lignocellulosic particles

Resumo

The aim of this study was to determine the modulus of elasticity (MOE) in static bending using two different calculation methods, a simple one based on Brazilian standard ABNT NBR 14810 (ABNT, 2006), and an alternative one, based on the Least Squares Method, and evaluate whether there is statistical equivalence between these MOE calculation methods. The alternative method employed results obtained from static bending tests at three-points, with three dial gauges, non-destructively, by imposing limits on two displacements (L 300-1 and L 200-1), where L is the specimen length. Results of confidence intervals indicated statistical equivalence between MOE values obtained by means of both methods, thus corroborating the simple mathematical model proposed by ABNT NBR14810 (ABNT, 2006). Panels produced with up to 15% oat hulls (Treatments 1 to 6) showed the highest average MOE values. The methods employed to obtain MOE in static bending were statistically equivalent. However, in addition to being non-destructive, the alternative method proposed here in provided more reliable results, just by taking into account more measures along the specimens.

 

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Biografia do Autor

Luciano Donizeti Varanda, Universidade de São Paulo

Departamento de Engenharia de Materiais (SMM). Laboratório de Madeiras e Estruturas de Madeiras - LaMEM. Avenida Trabalhador São-carlense, 400, Parque Arnold Schimidt, CEP: 13566-590. São Carlos - SP, Brasil

Diego Henrique de Almeida, Universidade de São Paulo

Departamento de Engenharia de Estruturas (SET). Laboratório de Madeiras e Estruturas de Madeiras - LaMEM. Avenida Trabalhador São-carlense, 400, Parque Arnold Schimidt, CEP: 13566-590. São Carlos - SP, Brasil

Diogo Aparecido Lopes Silva, Universidade de São Paulo

Departamento de Engenharia de Produção (SEP). Avenida Trabalhador São-carlense, 400, Parque Arnold Schimidt, CEP: 13566-590. São Carlos - SP, Brasil

Túlio Hallak Panzera, Universidade Federal de São João del Rei

Departamento de Engenharia Mecânica (DEMEC). Praça Frei Orlando, 170, Centro, CEP: 36307-352. São João del Rei - MG, Brasil.

Francisco Antonio Rocco Lahr, Universidade de São Paulo

Departamento de Engenharia de Estruturas (SET). Laboratório de Madeiras e Estruturas de Madeiras - LaMEM. Avenida Trabalhador São-carlense, 400, Parque Arnold Schimidt, CEP: 13566-590. São Carlos - SP, Brasil

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Publicado

2014-02-26

Como Citar

Varanda, L. D., Christoforo, A. L., Almeida, D. H. de, Silva, D. A. L., Panzera, T. H., & Lahr, F. A. R. (2014). <b>Evaluation of modulus of elasticity in static bending of particleboards manufactured with <i>Eucalyptus grandis</i> wood and oat hulls. Acta Scientiarum. Technology, 36(3), 405–411. https://doi.org/10.4025/actascitechnol.v36i3.21077

Edição

Seção

Engenharia Florestal

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