Effect of Sample Dimensions on Static Bending Test

Floresta e Ambiente

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ISSN: 2179-8087
Editor Chefe: João Vicente de Figueiredo Latorraca
Início Publicação: 31/12/1993
Periodicidade: Trimestral

Effect of Sample Dimensions on Static Bending Test

Ano: 2020 | Volume: 27 | Número: 1
Autores: Luciano Junqueira Costa; Camila Batista da Silva Lopes; Matheus Fernandes de Carvalho Reis; Marcos Oliveira de Paula; Clarissa Gusmão Figueiró; Lucas de Freitas Fialho; Jéssica Dornelas Soares
Autor Correspondente: Luciano Junqueira Costa | [email protected]

Palavras-chave: mechanical testing; modulus of elasticity; mechanical strength; Eucalyptus grandis

Resumos Cadastrados

Resumo Inglês:

This study aimed to evaluate the static bending strength (fM) and modulus of elasticity (MOE) to static bending values of Eucalyptus grandis samples produced in different dimensions. It intended to identify samples that present similar mechanical properties to those recommended by other technical standards and those obtained according to NBR 7190. The samples were made in agreement with the dimensions of the following standards: IPT, AFNOR B51-016, ASTM D143, CEN-EN 408, COPANT 555, and NBR 7190. The strength was significantly reduced with the increase of the sample dimensions. The MOE was significantly influenced by the samples size with the values showing a parabolic trend. The samples produced according to COPANT 555 (5 x 5 x 75 cm) presented resistance values similar to the values obtained following NBR 7190 specifications, whereas for the MOE, the samples proposed according to the IPT presented the closest values of Brazilian technical standards (NBR 7190).